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GEI Consultants Inc
bdquo _ nnr 53 Regional DriveSeptember 24 1 999 Concord NH 033018500
Project 99 199 Tel 603-224-7979
Fax603-224-7990
Ms Elaine StanleyRemedial Project ManagerUS Environmental Protection AgencyJFK Federal BuildingHBOBoston Massachusetts 02203
Subject Revised Construction Completion ReportWA-1 Remedial ActionSalem Acres Superfund SiteSalem Massachusetts
Dear Ms Stanley
On behalf of the Massachusetts Electric Company we are transmitting two copies of the revised Draft FinalConstruction Completion Report Area WA-1 prepared by the T Ford Company Inc dated September24 1999 By copy of this letter we are also forwarding one copy of the report to Mr David Buckley ofthe Massachusetts Department of Environmental Protection and one copy to Mr Timothy Beauchemin ofthe US Army Corps of Engineers
Please call if you have any questions
Sincerely
GEI CONSULTANTS INC f)
I yAAfCraig F WaW PEProject (Coordinator
CFW
cc Lori RoundsMassachusetts Electric Company Linwood Stockwell MEC (No Encl)Joseph KwasnikMassachusetts Electric Company Pf1 a11^10 ]JJJ_ _ _ _ _ v J Dan Winograd EPAElizabeth GreeneMassachusetts Electnc CompanyCelia Byler EsqMassachusetts Electric CompanyRobert Kirsch EsqHale and Dorr LLPDavid BuckleyMassachusetts Department of Environmental ProtectionTimothy BeaucheminUS Army Corps of EngineersJohn EnosT Ford Company Inc
CPROJSALEMWAIRDRAcpaltr99924wpd _ v Offices Nationwide
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FINAL COMPLETION OF CONSTRUCTION REPORT
AREA WA-1
SALEM ACRES SUPERFUND SITE SALEM MA
PREPARED FOR
MASSACHUSETTS ELECTRIC COMPANY 25 RESEARCH DRIVE
WESTBOROUGH MA 01582
PREPARED BY
T FORD COMPANY INC 118 TENNEY STREET
GEORGETOWN MA 01833
SEPTEMBER 24 1999
FINAL COMPLETION OF CONSTRUCTION REPORT
AREA WA-1
SALEM ACRES SUPERFUND SITE SALEM MA
We hereby state that the Remedial Action at the WA-1 Area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Statement of Work (SOW) for the WA-1 Wetland Area executed by Massachusetts Electric Company (MEC) on June 24 1999 as well as the requirements of the RDRA Consent Decree between MEC and EPA dated April 81994and its existing SOW
In addition we hereby state that the Remedial Action at the SL-4 area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Consent Decree between MEC and EPA dated April 8 1994 and its existing SOW The Draft Final Remedial Construction Report for the SL-4 Area was dated July 18 1996 and was forwarded to the USEPA on September 18 1996
Jachfl Lori J RojJnds MATtedistration No MEC Project Coordinator T For^rCompany
To the best of my knowledge after thorough investigation I certify that the information contained in or accompanying this submission is true accurate and complete I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations This statement applies to the Final Completion of Construction Report for the WA-1 Area (dated September 24 1999) as well as the Draft Remedial Construction Report for the SL-4 Area of the Salem Acres Superfund Site (dated July 18 1996)
Lori J Rounds UEC Project Coordinator
TABLE OF CONTENTS
1 INTRODUCTION PAGE
11 Project Description 1
12 Project Organization 1
13 Project Time Line 2
14 Project Photos 2
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing 2
22 Mobilization and Site Preparation 3
23 Decontamination Dust Control and 3
Health amp Safety Monitoring
24 Excavation and Loading of Fly Ash 4
3 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment 5
32 Access Roads 5
33 Seeding 5
34 Miscellaneous Restoration amp Demobilization 5
35 Final Inspection 5
TABLEPHOTOS
Appendix A - GEI Weekly Field Report
Appendix B - Analytical Results for Borrow Soil
Appendix C - Health and Safety Daily Reports
Appendix D - Waste Management Summary Report for Disposal
Appendix E- Wetland Seed Mix
1 INTRODUCTION
11 Project Description
This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999
The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)
12 Project Organization
T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work
ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates
Waste Management of New Hampshire L Guerini
DampH Loam Bardon Trimont
Clark Hydroseeding
ROLE PRP
Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI
GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A
13 Project Time Line
MEC issued a Notice to Proceed to TFCI on July 19 1999
The following summarizes milestones for this project
TASK DATES
Mobilization July 19 1999
Site Preparation July 19-23 1999
Excavation of Fly Ash July 26 - August 4 1999
Removal of Decon PadLoading Area August 5 1999
Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999
Wetland Seeding August 12 1999
Hydroseed August 13 1999
Final Construction Inspection August 18 1999
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing
Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants
bull PCBs bull VOCs bull SVOCs bull Total Metals (12)
The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B
The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
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bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
5 L gt f i ^ f
y --r
FINAL COMPLETION OF CONSTRUCTION REPORT
AREA WA-1
SALEM ACRES SUPERFUND SITE SALEM MA
PREPARED FOR
MASSACHUSETTS ELECTRIC COMPANY 25 RESEARCH DRIVE
WESTBOROUGH MA 01582
PREPARED BY
T FORD COMPANY INC 118 TENNEY STREET
GEORGETOWN MA 01833
SEPTEMBER 24 1999
FINAL COMPLETION OF CONSTRUCTION REPORT
AREA WA-1
SALEM ACRES SUPERFUND SITE SALEM MA
We hereby state that the Remedial Action at the WA-1 Area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Statement of Work (SOW) for the WA-1 Wetland Area executed by Massachusetts Electric Company (MEC) on June 24 1999 as well as the requirements of the RDRA Consent Decree between MEC and EPA dated April 81994and its existing SOW
In addition we hereby state that the Remedial Action at the SL-4 area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Consent Decree between MEC and EPA dated April 8 1994 and its existing SOW The Draft Final Remedial Construction Report for the SL-4 Area was dated July 18 1996 and was forwarded to the USEPA on September 18 1996
Jachfl Lori J RojJnds MATtedistration No MEC Project Coordinator T For^rCompany
To the best of my knowledge after thorough investigation I certify that the information contained in or accompanying this submission is true accurate and complete I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations This statement applies to the Final Completion of Construction Report for the WA-1 Area (dated September 24 1999) as well as the Draft Remedial Construction Report for the SL-4 Area of the Salem Acres Superfund Site (dated July 18 1996)
Lori J Rounds UEC Project Coordinator
TABLE OF CONTENTS
1 INTRODUCTION PAGE
11 Project Description 1
12 Project Organization 1
13 Project Time Line 2
14 Project Photos 2
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing 2
22 Mobilization and Site Preparation 3
23 Decontamination Dust Control and 3
Health amp Safety Monitoring
24 Excavation and Loading of Fly Ash 4
3 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment 5
32 Access Roads 5
33 Seeding 5
34 Miscellaneous Restoration amp Demobilization 5
35 Final Inspection 5
TABLEPHOTOS
Appendix A - GEI Weekly Field Report
Appendix B - Analytical Results for Borrow Soil
Appendix C - Health and Safety Daily Reports
Appendix D - Waste Management Summary Report for Disposal
Appendix E- Wetland Seed Mix
1 INTRODUCTION
11 Project Description
This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999
The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)
12 Project Organization
T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work
ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates
Waste Management of New Hampshire L Guerini
DampH Loam Bardon Trimont
Clark Hydroseeding
ROLE PRP
Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI
GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A
13 Project Time Line
MEC issued a Notice to Proceed to TFCI on July 19 1999
The following summarizes milestones for this project
TASK DATES
Mobilization July 19 1999
Site Preparation July 19-23 1999
Excavation of Fly Ash July 26 - August 4 1999
Removal of Decon PadLoading Area August 5 1999
Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999
Wetland Seeding August 12 1999
Hydroseed August 13 1999
Final Construction Inspection August 18 1999
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing
Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants
bull PCBs bull VOCs bull SVOCs bull Total Metals (12)
The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B
The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
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^
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+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
FINAL COMPLETION OF CONSTRUCTION REPORT
AREA WA-1
SALEM ACRES SUPERFUND SITE SALEM MA
We hereby state that the Remedial Action at the WA-1 Area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Statement of Work (SOW) for the WA-1 Wetland Area executed by Massachusetts Electric Company (MEC) on June 24 1999 as well as the requirements of the RDRA Consent Decree between MEC and EPA dated April 81994and its existing SOW
In addition we hereby state that the Remedial Action at the SL-4 area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Consent Decree between MEC and EPA dated April 8 1994 and its existing SOW The Draft Final Remedial Construction Report for the SL-4 Area was dated July 18 1996 and was forwarded to the USEPA on September 18 1996
Jachfl Lori J RojJnds MATtedistration No MEC Project Coordinator T For^rCompany
To the best of my knowledge after thorough investigation I certify that the information contained in or accompanying this submission is true accurate and complete I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations This statement applies to the Final Completion of Construction Report for the WA-1 Area (dated September 24 1999) as well as the Draft Remedial Construction Report for the SL-4 Area of the Salem Acres Superfund Site (dated July 18 1996)
Lori J Rounds UEC Project Coordinator
TABLE OF CONTENTS
1 INTRODUCTION PAGE
11 Project Description 1
12 Project Organization 1
13 Project Time Line 2
14 Project Photos 2
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing 2
22 Mobilization and Site Preparation 3
23 Decontamination Dust Control and 3
Health amp Safety Monitoring
24 Excavation and Loading of Fly Ash 4
3 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment 5
32 Access Roads 5
33 Seeding 5
34 Miscellaneous Restoration amp Demobilization 5
35 Final Inspection 5
TABLEPHOTOS
Appendix A - GEI Weekly Field Report
Appendix B - Analytical Results for Borrow Soil
Appendix C - Health and Safety Daily Reports
Appendix D - Waste Management Summary Report for Disposal
Appendix E- Wetland Seed Mix
1 INTRODUCTION
11 Project Description
This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999
The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)
12 Project Organization
T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work
ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates
Waste Management of New Hampshire L Guerini
DampH Loam Bardon Trimont
Clark Hydroseeding
ROLE PRP
Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI
GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A
13 Project Time Line
MEC issued a Notice to Proceed to TFCI on July 19 1999
The following summarizes milestones for this project
TASK DATES
Mobilization July 19 1999
Site Preparation July 19-23 1999
Excavation of Fly Ash July 26 - August 4 1999
Removal of Decon PadLoading Area August 5 1999
Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999
Wetland Seeding August 12 1999
Hydroseed August 13 1999
Final Construction Inspection August 18 1999
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing
Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants
bull PCBs bull VOCs bull SVOCs bull Total Metals (12)
The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B
The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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PROFILE TRflNS
TRANSACTIONS
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WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
TABLE OF CONTENTS
1 INTRODUCTION PAGE
11 Project Description 1
12 Project Organization 1
13 Project Time Line 2
14 Project Photos 2
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing 2
22 Mobilization and Site Preparation 3
23 Decontamination Dust Control and 3
Health amp Safety Monitoring
24 Excavation and Loading of Fly Ash 4
3 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment 5
32 Access Roads 5
33 Seeding 5
34 Miscellaneous Restoration amp Demobilization 5
35 Final Inspection 5
TABLEPHOTOS
Appendix A - GEI Weekly Field Report
Appendix B - Analytical Results for Borrow Soil
Appendix C - Health and Safety Daily Reports
Appendix D - Waste Management Summary Report for Disposal
Appendix E- Wetland Seed Mix
1 INTRODUCTION
11 Project Description
This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999
The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)
12 Project Organization
T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work
ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates
Waste Management of New Hampshire L Guerini
DampH Loam Bardon Trimont
Clark Hydroseeding
ROLE PRP
Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI
GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A
13 Project Time Line
MEC issued a Notice to Proceed to TFCI on July 19 1999
The following summarizes milestones for this project
TASK DATES
Mobilization July 19 1999
Site Preparation July 19-23 1999
Excavation of Fly Ash July 26 - August 4 1999
Removal of Decon PadLoading Area August 5 1999
Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999
Wetland Seeding August 12 1999
Hydroseed August 13 1999
Final Construction Inspection August 18 1999
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing
Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants
bull PCBs bull VOCs bull SVOCs bull Total Metals (12)
The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B
The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
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6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
1 INTRODUCTION
11 Project Description
This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999
The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)
12 Project Organization
T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work
ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates
Waste Management of New Hampshire L Guerini
DampH Loam Bardon Trimont
Clark Hydroseeding
ROLE PRP
Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI
GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A
13 Project Time Line
MEC issued a Notice to Proceed to TFCI on July 19 1999
The following summarizes milestones for this project
TASK DATES
Mobilization July 19 1999
Site Preparation July 19-23 1999
Excavation of Fly Ash July 26 - August 4 1999
Removal of Decon PadLoading Area August 5 1999
Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999
Wetland Seeding August 12 1999
Hydroseed August 13 1999
Final Construction Inspection August 18 1999
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing
Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants
bull PCBs bull VOCs bull SVOCs bull Total Metals (12)
The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B
The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
13 Project Time Line
MEC issued a Notice to Proceed to TFCI on July 19 1999
The following summarizes milestones for this project
TASK DATES
Mobilization July 19 1999
Site Preparation July 19-23 1999
Excavation of Fly Ash July 26 - August 4 1999
Removal of Decon PadLoading Area August 5 1999
Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999
Wetland Seeding August 12 1999
Hydroseed August 13 1999
Final Construction Inspection August 18 1999
2 REMEDIAL CONSTRUCTION ACTIVITIES
21 Imported Borrow Materials Chemical Testing
Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants
bull PCBs bull VOCs bull SVOCs bull Total Metals (12)
The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B
The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam
22 Mobilization and Site Preparation
TFCI mobilized the following equipment to the site
bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box
Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads
The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area
Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal
A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area
Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4
23 Decontamination Dust Control and Health amp Safety Monitoring
Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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TOTAL DUST SURVEY FORM
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CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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08061999 1042
TICKET
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation
As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area
Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage
All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone
24 Excavation and Loading of Fly Ash
Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled
Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there
Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash
Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
30 SITE RESTORATION AND FINAL INSPECTION
31 Shoreline Treatment
As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level
The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade
32 Access Roads
Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas
33 Seeding
Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications
34 Miscellaneous Restoration amp Demobilization
All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade
35 Final Inspection
A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
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OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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accc c
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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nduitna Hvpent I Emmnmeaal Testuig
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY
FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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TOTAL DUST SURVEY FORM
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TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
TABLE 1 SUMMARY OF ASH REMOVAL shy
SALEM ACRES WA-1 WETLAND REMEDIATION
DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt
rTOTAL
PONS) July 28 1999 2 3705 3705
July 29 1999 9 25321 29026
August 2 1999 8 25177 54203
Augusts 1999 4 13731 67934
August 4 1999 4 13607 81541
Augusts 1999 4 13996 95537
Augusts 1999 1 2651 98188
Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads
T Ford Company Inc September 24 1999
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
START OF FLY ASH REMOVAL
AT NORTHERN LIMIT Originals in color
TWO EXCAVATORS MOVING ASH TO STOCKPILE
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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+ + i
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bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
STOCKPILE AND LOADING AREA
Originals in color
PEAT LAYER AT BOTTOM OF ASH
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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Inouftrial Higient amp ErmronimntaJ Testing
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Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color
EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
REMOVAL OF BERM SEPARATING CELLS
Originals in color
ASH REMOVAL COMPLETE
VIEW LOOKING TOWARDS SOUTH LIMIT
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
i iCOO Of-^^ O -07 V 1IPOC CJ^^a-e OO7
l-00 Of f j f euro i 00 7
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
PLACEMENT OF 38 STONE ALONG WESTERN LIMIT
Origmuto in color
PLACEMENT OF LOAM ALONG WESTERN LIMIT
I
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
VIEW OF COMPLETED PROJECT
Originals in color
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION
SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS
Submitted to
The Massachusetts Electric Company Westborough Massachusetts
53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
i iCOO Of-^^ O -07 V 1IPOC CJ^^a-e OO7
l-00 Of f j f euro i 00 7
gtgt itoo O^s^-c r O-O 7
HM0G( 1^06 Offs )-lt OO ~7
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Pagel
INTRODUCTION
The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors
bull The T Ford Company (TFCI) - site contractor
bull Waste Management of New Hampshire - waste hauling and off-site disposal
bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction
Additional details on day to day activities can be obtained from the field book for this project
Design documents used for the site remediation included the follow
bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and
bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999
The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
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Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999
Pre-Construction Meeting
Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people
Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI
Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following
bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue
bull Placing additional crushed stone on the beginning portion of the existing access road
bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone
bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and
bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings
A health and safety meeting will be held next Monday when intrusive activities are expected to begin
C PROJSALEMWAlRDRAconstrrpt 99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 3
Summary of Work Completed
TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed
GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road
The results of dust monitoring conducted during the week are summarized in Table 1 (attached)
C PROJSALEMWAlRDRAoxutnpt99 923 wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY
FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 4
WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999
Health and Safety Meeting
On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)
Summary of Work Completed
Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area
The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area
No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet
Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated
C PROJSALEMWA I RDRANconstrrpt 99 923 wpd
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Approx North
I
Approximate actual limit ash excavation
DA-1
No fly ash encountered in this area
1 I f
PROPOSED ACCESS ROAD
A sK V
+ mdash -bullbull=raquolt f[+ J + gt + M +
+ + i
+ bull bull + +bull + + H
bull bullbull r 4shy
raquo +
^I +
^
raquo +^ +
+ gt + + J+
+ j laquogt 4 7
bullbull x 7 Scale 1 = 30
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
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PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
PageS
as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999
Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 2 (attached)
C PROASALEMWAlRDRAconjOTpt99 923 wpd
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports VVA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page 6
WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999
Summary of Work Completed
The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities
Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area
The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen
Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line
Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen
The results of dust monitoring conducted during the week are summarized in Table 3 (attached)
CPROJSALEMWAlRDRAconsnrpt 99 923wpd
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
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l-00 Of f j f euro i 00 7
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OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
ItJCf 4 O OO I O rOo C O O O
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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accc c
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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OVSHINS amp Associates tac
nduitna Hvpent I Emmnmeaal Testuig
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Weekly Construction Summary Reports WA-1 Remedial Action
Salem Acres Superfund Site September 231999
Page
WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999
Summary of Work Completed
GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following
bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography
bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and
bull Demobilizing some equipment and materials
GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey
The results of dust monitoring conducted during the week are summarized in Table 4 (attached)
Remaining Items
As of August 11 1999 the following work had not been completed
bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction
bull Removing the silt fence and
bull Demobilizing the remaining equipment and supplies
The Final Construction Inspection is scheduled for August 181999
C PROJSALEMWAlRDRAconstnpt99 923 wpd
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
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l-00 Of f j f euro i 00 7
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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01 s
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accc c
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
HAYDATE
o io oraquoolt o^
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FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c
0300 CMS +laquo J-oatA^ )S ^Alaquore er5 0lt3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
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ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
lt OQO o-ff s a O o
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
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X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
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1100 O f 9 i 4 M 00
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72099 0900 001 Northern portion of WA-1 Stripping topsoil
72099 0930 000 Barcelona Avenue gate No traffic
72099 1300 001 Northern corner of DA-1 Spreading gravel
72199 0930 000 Central portion of WA-1 Knocking down vegetation
72199 1315 003 Barcelona Avenue gate Truck traffic
72199 1420 001 Material stockpile area Stripping topsoil
72199 1440 000 Barcelona Avenue gate No traffic
722799 1020 000 Barcelona Avenue gate Truck traffic
722799 1140 001 Material stockpile area Placing sand
72299 1355 000 Barcelona Avenue gate No traffic
72299 1420 002 Material stockpile area Placing gravel
72399 1015 000 Barcelona Avenue gate No traffic
72399 1030 000 Material stockpile area Placing gravel
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 No intrusive work was conducted during this monitoring period
3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon
GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-MinuteTWA Location Activity (mgm3)
72699 1135 001 Barcelona Avenue gate No traffic
72699 1240 001 Downwind of stockpile Placing material in stockpile
72699 1400 001 Downwind of stockpile Placing material in stockpile
72699 1430 001 Barcelona Avenue gate No traffic
72899 0900 003 Barcelona Avenue gate No traffic
72899 1030 006 Downwind of stockpile Placing material in stockpile
72899 1400 005 Downwind of stockpile Placing material in stockpile
72899 1425 007 Barcelona Avenue gate Truck traffic
72999 0800 002 Barcelona Avenue gate Truck traffic
72999 1040 002 Downwind of stockpile Placing material in stockpile
72999 1410 000 Barcelona Avenue gate Truck traffic
72999 1445 001 Downwind of stockpile Placing material in stockpile
73099 0805 003 Barcelona Avenue gate No traffic
73099 1000 003 Downwind of stockpile Placing material in stockpile
73099 1015 L 002 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Intrusive activities began on July 26 1999
3 No on-site work was conducted on July 27 1999
4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected
GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
O6gO fHree -Vrges j^c
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ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
O 0
O M
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
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1100 O f 9 i 4 M 00
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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ltO 00 ) bull33-0
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
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at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA (mgm3)
Location Activity
8299 0905 000 Barcelona Avenue gate Truck traffic
8299 0955 002 Downwind of stockpile Consolidating stockpile
8299 1330 005 Barcelona Avenue gate Truck traffic
8299 1435 005 Downwind of stockpile Placing material in stockpile
8399 0850 000 Downwind of stockpile Consolidating stockpile
8399 1015 000 Barcelona Avenue gate Truck traffic
8399 1240 006 Barcelona Avenue gate Truck traffic
8399 1330 002 Downwind of stockpile Placing material in stockpile
8499 0800 001 Barcelona Avenue gate Truck traffic
8499 1305 003 Downwind of stockpile Loading trailer dumps
8499 1440 001 Barcelona Avenue gate No traffic
8499 1455 002 Downwind of stockpile Excavator decon
8599 0830 000 Downwind of stockpile Loading trailer dumps
8599 1300 000 Barcelona Avenue gate Truck traffic
8599 1335 003 Downwind of stockpile Loading trailer dumps
8599 1415 000 Barcelona Avenue gate No traffic
8699 1340 000 Barcelona Avenue gate No traffic
8699 1355 000 Downwind of former Grading borrow material stockpile
8699 1420 000 Barcelona Avenue gate No traffic
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile
GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED RY fx^
FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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OVSHINS amp Associates tac
nduitna Hvpent I Emmnmeaal Testuig
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
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X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
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01^ ou5 lt I I OO 1
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1100 O f 9 i 4 M 00
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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CTORMSPJDOATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts
Date Time 15-Minute TWA Location Activity (mgm3)
8999 0915 000 Barcelona Avenue gate No traffic
8999 1135 003 Northern portion of DA-1 Spreading topsoil
8999 1410 000 Barcelona Avenue gate No traffic
8999 1430 006 Central portion of DA-1 Spreading topsoil
81099 0800 000 Barcelona Avenue gate No traffic
81099 0900 003 Former stockpile area Spreading topsoil
81099 0915 000 Barcelona Avenue gate No traffic
81099 1330 001 Former stockpile area Spreading topsoil
Notes
1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement
2 All major construction activities completed on August 101999
GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
HAYDATE
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
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All Kigas uretvteyt t e r i -e r ie
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
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X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
eastern analytical professional laboratory services
Craig Ward
GEI Consultants Inc
53 Regional Drive
Concord NH 03301-8500
Subject Laboratory Report
Eastern Analytical Inc ID 17527
Client Identification Salem Acres Salem MA
Date Received 7899
Dear Mr Ward
Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy
The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports
lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits
Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included
Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative
If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date
We appreciate this opportunity to be of service and look forward to your continued patronage
Sincerely
LJL(i Susan CUhler Lab Director Date
Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Eastern Analytical Inc ID 17527 GEINH
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
Sample condition upon receipt and while in Eastern Analytical Inc custody
The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached
Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright
~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice
915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice
Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable
Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527
Client
Sample ID
Analytical Type
Matrix
Date Sampled
Date Received
Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury
GEI Consultants Inc
1915-1
Sample
soil
7799
7899
lt2 2
33 08 24 17 20 16 lt2 07 lt4
lt02
1915-2
Sample
soil
7799
7899
2 lt2 45 07 42 14 7
15 lt2 03 lt4
lt02
Client Designation Salem Acres Salem MA
_ Date of
Units Analysis Method Analyst
mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS Units Method
Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB
Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB
Chromium lt 0002 049 (99 R) mgkg 71399 601 OB
Lead lt001 10(100R) mgkg 71399 601 OB
Mercury lt 00002 00033 (98 R) mgkg 71999 7471
Nickel lt001 10(102R) mgkg 71399 601 OB
Selenium lt005 096 (96 R) mgkg 71399 601 OB
Silver lt005 10(104R) mgkg 71399 601 OB
Thallium lt01 10(102R) mgkg 71399 601 OB
Parameter Name Matrix Spike Matrix Spike
Duplicate
Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEl Consultants Inc Client Designation Salem Acres Salem MA
QAQC Matrix Units EPA Method
Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc
Metals QAQC and Narrative Report LCS MS Soil Soil
601 OB7471 601OB7471
95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125
MSD Soil
601OB7471
75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125
Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT ATU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID 1915-2
Analytical Type
MatrixDate SampledDate Received
UnitsDate of ExtractionPrep
Date of Analysis
AnalystMethod
Dilution Factor 1
PCB-1016PCB-1221 lt 100
100 PCB-1242
100 PCB-1260
10 10 10 10
detta-BHCChlordane44-DDT
10 10 10 10 10
PCB-1232 lt
PCB-1254 lt
Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt
44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10
10 10
100 TMX (surr)DCB (surr)
Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt
Sample
soil 7799 7899
ugkg 71499
71499
NZ 80828081A
lt100
lt100
lt100
lt10 lt100
lt10
lt10 lt10
83 R 109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)
1915-1
Sample
soil
7799 7899
pgkg 71499
71699 NZ
80828081 A 2
lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20
lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20
lt200 72 R
100 R
1915-2
Sample soil
7799 7899
ugkg 71499
71499
NZ
80828081A 1
lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10
lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10
lt100 83 R
109 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Pesticides QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082
Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene
Aroclors 1242-1260 30-150 30-150
TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem IMA
Parameter Name
PCB-1016
PCB-1221
PCB-1232
PCB-1242 PCB-1254
PCB-1260
Aldrin
alpha-BHC
beta-BHC
gamma-BHC
detta-BHC Chlordane
44-DDT
44-DDE
44-DDD Dieldrin
Endosutfan I
Endosulfan II Endosutfan Sulfate
Endrin Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Toxaphene
TMX (SUIT) DCS (surr)
QC Reportr
Blank LCS
lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)
lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)
lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)
lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)
lt100 lt100 (RNA)
80 R 89 R 115R 100R
Date of Analysis
Units Method
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082
Mgkg 8082 Mgkg 8082
pgkg 8081A
pgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
pgkg 8081 A Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081A
Mgkg 8081 A
pgkg 8081A
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
i iCOO Of-^^ O -07 V 1IPOC CJ^^a-e OO7
l-00 Of f j f euro i 00 7
gtgt itoo O^s^-c r O-O 7
HM0G( 1^06 Offs )-lt OO ~7
^shy mdash mdash O7OO O^i fe Gecfc^rCL-^ OOI 1 07OO O f f s f i t ooa 0100 Onrte Loo- Trlaquo It r O O 5
o^roo OffW-fe I raquo O03
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OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
HAYDATE
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FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
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at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene
1915-1
Sample
soil
7799 7899
M9kg
71499
JDS
8260B
2
lt800 lt800 lt200 lt80
lt800 lt800 lt80
lt3000 lt80
lt200 lt200 lt300 lt80 lt80 lt80 lt80
ltBQCT lt80
lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80
lt800 lt80 lt80 lt80 lt80 lt80
1915-2
Sample soil
7799 7899 pgkg
71499 JDS
8260B 1
lt700 lt700 lt100 lt70
lt700 lt700 lt70
lt3000 lt70
lt100 lt100 lt300 lt70 lt70 lt70 lt70
lt700 lt70
lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70
lt700 lt70 lt70 lt70 lt70 lt70
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
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Industrial Hvjiene A EmimnmenUi Testing
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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc
Sample ID
Analytical Type Matrix
Date Sampled Date Received
Units
Date of Analysis
Analyst
Method
Dilution Factor
111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)
1915-1
Sample
soil
7799 7899
ugkg
71499
JDS
8260B
2
lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80
92 R 100 R
Client Designation Salem Acres Salem MA
1915-2
Sample
soil
7799 7899
ugfcg 71499
JDS
8260B 1
lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70
91 R 100 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
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DflTE CUYD TONS BMOUNT ROTE
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3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Dichlorodifluoromethane lt500 pgkg 71399 8260B
Chloromethane lt500 pgkg 71399 8260B
Vinyl chloride lt100 pgkg 71399 8260B
Bromomethane lt50 pgkg 71399 8260B
Chloroethane lt500 pgkg 71399 8260B
Tnchlorofluoromethane lt500 pgkg 71399 8260B
Diethyl ether lt50 pgkg 71399 8260B
Acetone lt2000 pgkg 71399 8260B
11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B
Methylene chloride lt100 pgkg 71399 8260B
Carbon disulfide lt100 pgkg 71399 8260B
Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B
trans-1 2-Dichloroethene lt50 pgkg 71399 8260B
11-Dichloroethane lt50 pgkg 71 399 8260B
22-Dichloropropane lt50 pgkg 71399 8260B
cis-1 2-Dichloroethene lt50 pgkg 71399 8260B
2-Butanone(MEK) lt500 pgkg 71399 8260B
Bromochloromethane lt50 pgkg 71399 8260B
Tetrahydrofuran(THF) lt500 pgkg 71399 8260B
Chloroform lt50 pgkg 71399 8260B
111-Trichloroethane lt50 pgkg 71399 8260B
Carbon tetrachloride lt50 pgkg 71399 8260B
11-Dichloropropene lt50 pgkg 71399 8260B
Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B
1 2-Dichloroethane lt50 pgkg 71399 8260B
Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B
1 2-Dichloropropane lt50 pgkg 71399 8260B
Dibromomethane lt50 pgkg 71399 8260B
Bromodichloromethane lt50 pgkg 71399 8260B
4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B
cis-1 3-Dichloropropene lt50 pgkg 71399 8260B
Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B
trans-1 3-Dichloropropene lt50 pgkg 71399 8260B
1 1 2-Trichloroethane lt50 pgkg 71399 8260B
2-Hexanone lt500 pgkg 71399 8260B
Tetrachloroethene lt50 pgkg 71399 8260B
1 3-Dichloropropane lt50 pgkg 71399 8260B
Dibromochloromethane lt50 pgkg 71399 82608
1 2-Dibromoethane lt50 pgkg 71399 8260B
Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B
111 2-Tetrachloroethane lt50 pgkg 71399 8260B
Ethylbenzene lt50 pgkg 71399 8260B
mp-Xylene lt50 pgkg 71399 8260B
o-Xylene lt50 pgkg 71399 8260B
Styrene lt50 pgkg 71399 8260B
Bromoform lt50 pgkg 71399 8260B
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
ItJCf 4 O OO I O rOo C O O O
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
DateofAnaiysi
Parameter Name Blank LCS LCSDup Units Method
iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B
1 35-Trimethylbenzene lt50 pgkg 71399 8260B
tert-Butyibenzene lt50 pgkg 71399 8260B
1 24-Trimethylbenzene lt50 M9kg 71399 8260B
sec-Butylbenzene lt50 pgkg 71399 8260B
1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B
1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B
1 24-Trichlorobenzene lt50 pg^g 71399 8260B
Hexachlorobutadiene lt50 pg^g 71399 8260B
Naphthalene lt50 pgkg 71399 8260B
1 23-Trichlorobenzene lt50 pgkg 71399 8260B
4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B
1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
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Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
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3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Volatile Organic Compounds QC limits and Narrative Summary
Matrix Solid Aqueous Units EPA Method 8260B 8260B
Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120
Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130
Samples were extracted and analyzed within holding time limits
Instrumentation was calibrated in accordance with the method requirements
The method blanks were free of contamination at the reporting limits
Sample surrogate recoveries met the above stated criteria
The associated matrix spikes andor Laboratory Control Samples met acceptance criteria
There were no exceptions in the analyses unless noted below
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
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TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE 36 JXl qq Alo -tc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst
Method
Dilution Factor
Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)
1915-1
Sample soil
7799 7899
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
56 R 86 R 72 R
1915-2
Sample soil
7799 7899
Mskg 71399
71599 TS
8270 1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800
40 R 51 R 62 R
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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accc c
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
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ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT AJU Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix Date Sam pled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran
1915-1
Sample
sod
7799 7899
Mgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
1915-2
Sample
soy 7799 7899
pgkg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
Sample ID
Analytical Type
Matrix
Date Sampled Date Received
Units Date of ExtractionPrep
Date of Analysis
Analyst Method
Dilution Factor
Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)
1915-1
Sample
soil
7799 7899
Mgfcg 71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
62 R 64 R 71 R
1915-2
Sample
soil
7799 7899
ugkg
71399
71599
TS 8270
1
lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200
42 R 42 R 75 R
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINSamp Associates Inc
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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TRANSACTIONS
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6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
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3000 981 B97S732 9142
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98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCSOup Units Method
Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
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TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GE1 Consultants Inc Client Designation Salem Acres Salem MA
QC Report Date of Analysis
Parameter Name Blank LCS LCS Oup Units Method
N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i
MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
QC RepOlt Date of Analysis
Parameter Name Blank LCS LCS Dup Units Method
Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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Toting
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CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
LABORATORY REPORT
Eastern Analytical Inc ID 17527
Client GEI Consultants Inc Client Designation Salem Acres Salem MA
Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report
Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD
Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137
Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891
The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
OS-oo OnslV ^otklfl-ro^or OOT
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
ItJCf 4 O OO I O rOo C O O O
lt O OO 1000
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CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
O 7OQ
01 s
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accc c
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
HAYDATE
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SUMMARIZED RY fx^
FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c
0300 CMS +laquo J-oatA^ )S ^Alaquore er5 0lt3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
laquo)5 -S 3 a 13 h
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CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
O 7OQ
01 s
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
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SUMMARIZED RY fx^
FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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OVSHINS amp Associates tac
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl
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SUMMARIZED BY
FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
orCCt kx^ S g-KCCr
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Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
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Co
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C705 o o o
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CLIENT T LOCATION AcrtS S ^ e r -
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates Inc
Industrial Hygiene amp environmental Testing
August 25 1999
Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833
Dear Jack
Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999
On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan
The results will be forwarded to you as soon as possible
I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns
Sincerely Cashins amp Associates Inc
David Paine Industrial Hygienist
C REPORTSTFOR 1938
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
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TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
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FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
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X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
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at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates
Industrial Hygiene amp Ennhmimta Toting
CLIENT T fore LOCATION Sale DAYDATE 36 c
GENERAL MAPPING DATA SHEET
THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN
INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT
C-fORMSMAPMNG DATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA
TIME LOCATION AC WHY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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accc c
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
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FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
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r-Ove cr a n
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c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates-foic
Industrial Hygiene ML ditimomuitil Totmf
TOTAL DUST SURVEY FORM
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PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
OSHINS amp Associates Jnc
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
ItJCf 4 O OO I O rOo C O O O
lt O OO 1000
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CKHUMSVPIDDATA
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
O 7OQ
01 s
of Jo b-e pro cf of uses
accc c
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
rTTFNT T P
HAYDATE
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SUMMARIZED RY fx^
FOR CASHINS amp ASSOCIATES INC
30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
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Olts+e Lc-cc^^ I ^wgti ltlaquolaquobulllaquo lto 00 1 Q deg C Q3
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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASHINS amp ASSOCIATES INC
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CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
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08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
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PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates 4nc
Industrial Hvjptne Environmenta rating
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT LOCATION Soleraquoi Aire S
DAYDATE 36 JXl qq Alo -tc
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
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All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
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CFORMS(TOTALDUST
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CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
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ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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0 7 l pound ~ olts+e 1 1 c O
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Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
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CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
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of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
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c r i Ver f t All a i IfS
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iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
Associates Inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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OVSHINS amp Associates tac
nduitna Hvpent I Emmnmeaal Testuig
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
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SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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CASHINS amp Associates
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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
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CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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0 7 l pound ~ olts+e 1 1 c O
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OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates -lnc
Industrial Htyent amp tmironmcnUl Testing
TOTAL DUST SURVEY FORM
JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c
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OVSHINS amp Associates tac
nduitna Hvpent I Emmnmeaal Testuig
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
Graquocfclt5 f C jyraquo e ^ O OCgt 1 O 7 O C
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Olts+e Lc-cc^^ I ^wgti ltlaquolaquobulllaquo lto 00 1 Q deg C Q3
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80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl
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SUMMARIZED BY
FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
orCCt kx^ S g-KCCr
ogt
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fo
io AU nOQ eQoO Prefer
Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
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LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
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SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
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at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
OVSHINS amp Associates tac
nduitna Hvpent I Emmnmeaal Testuig
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST
CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS
iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp
LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)
Graquocfclt5 f C jyraquo e ^ O OCgt 1 O 7 O C
0-KS-K^ ltcjoo gt O70O
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CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
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FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
O 0
O M
1310 OO 1 t i oo
Co
Offs-tf cr 0 G
C705 o o o
00 ( -SOO 1 r i ct S
V
CFORMS(TOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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ltOOol
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10
1O3O
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CTORMSPDDATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
y
prcfff
X X
X ProblemsPossible Reasons for Overexposure
X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
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01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
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lt0 00 t 10 O
lt0 00
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CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
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r-Ove cr a n
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SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHING amp Associates fac
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl
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SUMMARIZED BY
FOR CASfflNS laquofe ASSOCIATES INC
30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
orCCt kx^ S g-KCCr
ogt
o one
fo
io AU nOQ eQoO Prefer
Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
O 0
O M
1310 OO 1 t i oo
Co
Offs-tf cr 0 G
C705 o o o
00 ( -SOO 1 r i ct S
V
CFORMS(TOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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lt-O lt O (
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CO oO
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ltOOO I
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10
1O3O
CP CO i SO Bbull
CTORMSPDDATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
y
prcfff
X X
X ProblemsPossible Reasons for Overexposure
X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates 4nc
Industrial Hygiene A Environmental Testing
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T ForJ _ LOCATION S~ Air ft
DAYDATE Friok so
O6gO fHree -Vrges j^c
-further
4-g cfc p ilt ltf
All Kigas uretvteyt t e r i -e r ie
Or
ProblemsPossible Reasons for Overexposure
SUMMARIZED BY r
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
orCCt kx^ S g-KCCr
ogt
o one
fo
io AU nOQ eQoO Prefer
Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
O 0
O M
1310 OO 1 t i oo
Co
Offs-tf cr 0 G
C705 o o o
00 ( -SOO 1 r i ct S
V
CFORMS(TOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
lt OQO o-ff s a O o
ltOOol
lt-O lt O (
OO )
CO oO
oo
ltOOO I
OO
10
1O3O
CP CO i SO Bbull
CTORMSPDDATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
y
prcfff
X X
X ProblemsPossible Reasons for Overexposure
X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
^x-
^^
^ ^^
^^ ^^
^^ ^^
^^ ^^
^^
^^
^^ ^^
^ C TORMSTOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates Inc
tedMriaJ Htgicnr pound Cnummmitil Testing
WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT
Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o
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Summarized By lt3~y-pound For Cashins amp Associates Inc
CA Fonnraquo V ConpliaicampOoc
80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
O 0
O M
1310 OO 1 t i oo
Co
Offs-tf cr 0 G
C705 o o o
00 ( -SOO 1 r i ct S
V
CFORMS(TOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
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X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
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ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
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CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
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FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINSamp Associates^
Inouftrial Higient amp ErmronimntaJ Testing
TOTAL DUST SURVEY FORM
JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
00 o o
O 0
O M
1310 OO 1 t i oo
Co
Offs-tf cr 0 G
C705 o o o
00 ( -SOO 1 r i ct S
V
CFORMS(TOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
lt OQO o-ff s a O o
ltOOol
lt-O lt O (
OO )
CO oO
oo
ltOOO I
OO
10
1O3O
CP CO i SO Bbull
CTORMSPDDATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
y
prcfff
X X
X ProblemsPossible Reasons for Overexposure
X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
^x-
^^
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^^ ^^
^^ ^^
^^ ^^
^^
^^
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PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates
Induttral Hvjwrw t fmironmenul Toting
PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST
CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt
i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
lt OQO o-ff s a O o
ltOOol
lt-O lt O (
OO )
CO oO
oo
ltOOO I
OO
10
1O3O
CP CO i SO Bbull
CTORMSPDDATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
y
prcfff
X X
X ProblemsPossible Reasons for Overexposure
X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
^x-
^^
^ ^^
^^ ^^
^^ ^^
^^ ^^
^^
^^
^^ ^^
^ C TORMSTOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates 4nc
Toting
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION AcrtS S ^ e r -
DAYDATE
O6ST IS
4wo
coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j
y
prcfff
X X
X ProblemsPossible Reasons for Overexposure
X X
X X
SUMMARIZED BY
FOR CASHINS amp ASSOCIATES INC
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
^x-
^^
^ ^^
^^ ^^
^^ ^^
^^ ^^
^^
^^
^^ ^^
^ C TORMSTOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt
tri-t
o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T
c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0
ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _
SUMMARIZED BY t tgt
FOR CASHINS amp ASSOCIATES INC
o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
^x-
^^
^ ^^
^^ ^^
^^ ^^
^^ ^^
^^
^^
^^ ^^
^ C TORMSTOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates
Industrial Hvjiene A EmimnmenUi Testing
TOTAL DUST SURVEY FORM
JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3
TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3
O~70O O n i ^ e amp Cfcfc c^ro j A amp 00
0 7 l pound ~ olts+e 1 1 c O
1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0
IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00
w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )
OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0
oqso Oraquo i i f c rxc^^o40 00
01^ ou5 lt I I OO 1
I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1
1100 O f 9 i 4 M 00
^x-
^^
^ ^^
^^ ^^
^^ ^^
^^ ^^
^^
^^
^^ ^^
^ C TORMSTOTALDUST
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
OSHINS amp Associates
Industrial Hvptne Emmmtentil Tttting
PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM
PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp
CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS
LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)
J ltoo ltraquoy pound Q 0 O O 7 S
o a I O 00 1 10 lt
ltO 00 ) bull33-0
OO lty~toei -t- e cr
O xi S I ^ bullf CO OO 1 o~t
lt0 00 t 10 O
lt0 00
ltooo C0 00 1 1 30 O
CTORMSPJDOATA
PG OF
80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINS amp Associates inc
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T LOCATION DAYDATE
ltvn
bg
i tlt ii bull
of
O7OO
orea
PC
o r c raquo laquobull cTt
A-1
Four )eraquoecS wg rg
r-Ove cr a n
W- Q 5 of pound C O 1 gtlaquo gtbullbull bull
c r i Ver f t All a i IfS
i gt r amp a Q cr O r c
0gtT
ltbullpoundbull
iltx t fo
^e re
SUMMARIZED BY A
FOR CASHINS amp ASSOCIATES INC
00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINSamp Associates he
HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT
CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T
OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp
cf solt^k-ilpound raquogt-7ltgf
o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d
at Av^-g^ I laquo SUMMARIZED BY
FOR CASffiNS amp ASSOCIATES INC
BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
cif
e v f p c lt CX so i
C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
CASHINSamp Associates Inc
i^ifiuJ Ihjftmt fiiiiuiiianint T
WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT
Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS
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C o g t oraquoi )-afec A l l Mr iraquo-t
f of gg c ^ Oc
c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii
Summarized By lt -shyFor Cashins amp Associates Inc
C Forms v CamplwcampOoc
80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
08061999 1042
TICKET
323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811
vflgst lpswre9 777325 777326 777485 777491 77767S
PROFILE TRflNS
TRANSACTIONS
-FOTflL CUYDSJ
FOTflL TONS
-TOTflL WOUNTi
6033302130 WAb I C Mi-ilNMk3tMCIN I
WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1
07281999 TO 00061999 PROFILES 523473
DETftlL Y
DflTE CUYD TONS BMOUNT ROTE
ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100
3000 981 B97S732 9142
32
3000
98188
8976732
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734
5 NEW ENGLAND WETLAND PLANTS INC
800 Main Street Amherst MA01002
Phone (413) 256-1752 Fax (413) 256-1092
email newpcopycrockercom
NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)
SPECIES PERCENT
Tioga Deertongue (Panicum clandestinum) 25
Rough Blue grass (Poa trivialis) 15
Creeping Red Fescue (Festuca ntbra) 15
Switchgrass Panicum virgatum) 10
Creeping Bentgrass (Agrostis stolonifera) 75
Fowl Bluegrass (Poa palustris) 5
Partridge Pea (Chamaecristafasciculata) 5
Eastern Gama-grass (Tnpsacum dactyloides) 4
Fox Sedge (Carex vulpinoidea) 3
Virginia Wild-rye (Elymus virginicus) 3
Canada Wild -rye (Elymus canadensis) 25
Plains Coreopsis (Coreopsis tinctoria) 2
Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05
Canada Goldenrod (Solidago canadensis) 05
Blue Vervain (Verbena hastata) 05
Joe-Pye Weed (Eupatoriadelphis maculatus) 05
Boneset (Eupatorium perfoliatum) 05
Flat-top Aster (Aster umbellatus) 05
TOTAL 100
APPLICATION RATE 35 LBSACRE COSTS1600lb
The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo
- barcode 14734
- barcodetext SEMS Doc ID 14734