salem acres superfund site salem, ma ...the truck loading pa d consisted of a crushed stone are sea...

DRAFT FINAL REMEDIALCONSTRUCTION REPORT

AREA SL-4

SALEM ACRES SUPERFUND SITESALEM MA

PREPARED FOR

MASSACHUSETTS ELECTRIC CO25 RESEARCH DRIVE

WESTBOROUGH MA 01582

PREPARED BY

T FORD COMPANY INC118 TENNEY STREET

GEORGETOWN MA 01833

July 181996

Disclaimer This document is a DRAFT document prepared on behalf of the Massachusetts Electric Company under agovernment Consent Decree This document has not undergone formal review by the EPA and DEP The opinionsfindings and conclusions expressed are those of the author and not those of the EPA and DEP

TABLE OF CONTENTS

INTRODUCTION PAGE

1 1 Project Description 1 12 Project Organization 1 1 3 Project Time Line 1 1 4 Project Photos 2

REMEDIAL CONSTRUCTION ACTIVITIES

2 1 Mobilization and Site Preparation 2 2 2 Clearing 4 2 3 Decontamination Dust Control and Health and Safety Monitoring 4 2 4 Excavation and Loading of Fly Ash 5 2 5 Excavation and Loading of Contaminated Overburden 5

and SoilFly Ash Mixture 2 6 Ponded Water 6 2 7 Bedrock Cleaning 6

SITE RESTORATION

3 1 Random Fill 7 3 2 Loam and Seed 7 3 3 FencingDemobilization 8

QUANTITY SURVEYS AND AS-BUILT PLANS

41 Fly Ash Quantity Survey 8 42 Limits of Remediation 9 4 3 Final As-Built 9

TABLES FIGURES PHOTOS

Appendix A - Analytical Results for Ponded Water Appendix B - Quantity Survey Documentation Appendix C - Health and Safety Phase-Out Report

1 INTRODUCTION

11 Project Description

This project consisted of the excavation and removal of fly ash soilfly ash mixtures and contaminated overburden from the SL-4 Area of the Salem Acres Superfund site The work was performed in accordance with the Draft Final Remedial Action Work Plan prepared by T Ford Company Inc (TFCI) dated September 7 1995 and the Draft Final Technical Specifications for Remedial Action of SL-4 Area prepared by GEI Consultants Inc dated June 15 1995

12 Project Organization

TFCI performed the remedial site work under contract to Massachusetts Electric Co (MEC) The following organizations were involved in remediation of SL-4

ORGANIZATION

Massachusetts Electric Co

T Ford Company Inc

GEI Consultants

Cashins amp Associates

KR Rezendes

Turnkey Recycling and Environmental Enterprises

T F Moran

Clark Hydroseeding

Wood Trucking

D amp H Loam

South Essex Sewerage District (SESD)

B amp B Pest Control

ROLE

PRP

General Contractor for site work

Supervising contractor and Sampling Analysis work-subcontractor to MEC

Health amp Safety subcontractor to TFCI

Hauling and disposal of Fly Ash - subcontractor to MEC

Hauling and disposal of Fly AshSoil Mixtures and Contaminated Overburden

Field surveying and quantity estimates Sub to TFCI

Hydroseed restored areas Sub to TFCI

Furnish random fill Sub to TFCI

Furnish loam Sub to TFCI

Disposal of ponded water

Pest control services

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 21 1995 TFCI prepared the Draft

Final Remedial Action Work Plan and submitted it to MEC on September 7 1995

The following summarizes milestones for the project

TASK BATES

Mobilization Septembers 1995

Site Preparation September 5 -8 1995

Excavation of Fly Ash September 8 - October 19 1995

Excavation of Contaminated October 18 - December 7 1995 Overburden and Fly AshSoil Mixtures

Bedrock Cleaning November 9 - December 5 1995

Placement of Random Fill November 16 - December 7 1995

Pumping amp Disposal of Ponded November 27 -30 1995 Water

Winter Shutdown December 8 1995 - May 2 1996

Placement of Loam Jute Mat May 2- 101996

Seeding May 14 1996

As-Built Survey May 21 1996

14 Project Photos

Photographs were taken during construction to document the work Representative photographs are included in this report Pre-construction photographs and a videotape were submitted prior to the start of work

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Mobilization and Site Preparation

TFCI mobilized the following equipment for this project

Cat 950 Front End Loader Komatsu PC 150 Excavator Komatsu PC 200 Excavator Cat D4H Dozer 1000 Gal Sedimentation Tank 9000 Gal Water Supply Tankers (2)

TFCI utilized the site office trailer set-up used by the contractor performing remediation of SL-5 Area (RUST E amp I) TFCI took over the rent and utility charges from DiBiase Realty Trust

The site preparation consisted of constructing a truck loading pad and a decontamination pad improving the access road installation of erosion controls and establishment of work zones

The truck loading pad consisted of a crushed stone area set up along the east side of SL-4 adjacent to the access road A row of concrete Jersey Barriers was set up along the west side of the truck loading pad to contain stockpiled ash and contaminated overburden from spilling on to the pad An excavator was used to load trucks The excavator was able to sit on the stockpiled material behind the Jersey Barriers to load trucks This enabled the operator to carefully load trucks and minimize dust The decontamination pad is discussed in Sec 23

The decontamination pad consisted of an HDPE-lined pad approximately 16 ft wide by 50 ft long The liner was filled with 34 inch crushed stone A sump was constructed to collect rinsate and pump it into a sedimentation tank Heavy timber planks were placed on top of the crushed stone to provide traction for truck tires and prevent rutting of the stone

For dust control TFCI set up a gas-powered high pressure pump capable of 75 gpm at 75 psi The pump fed the network of 2 inch and 1 2 inch flat fire hose with a nozzle for spraying down the work areas

The access road was improved by adding crushed stone as necessary and widening it on both ends of the truck loading and decontamination pads

Erosion controls consisted of silt fence and staked hay bales on the west side of SL-4 adjacent to WA-1 The location of the erosion controls was selected by GEI in conjunction with MADEP and USEPA

The following work zones were established for this site

Exclusion Zone (EZ) Contaminated Reduction Zone (CRZ) Support Zone (SZ)

The limits of these zones were established to conform with the site geometry operational requirements and Health and Safety requirements Initially the EZ was the area within the perimeter boundary of SL-4 except it extended west to the location of the erosion controls The limits of the EZ did not change until all contaminated soil and debris was removed and verified by confirmatory sampling

and testing

The CRZ was established at the top of the slope along the east side of SL-4 The decontamination pad was a major part of the CRZ All worker and equipment decontamination was performed in the CRZ A bootglove washing station was set up in the CRZ along with PPE disposal containers and a handwash PPE was disposed of at Turnkey Landfill in Rochester NH

The Support Zone was established on the east side of the access road opposite SL-4 The office trailer sanitary facilities and water supply were set up in the Support Zone A 2-inch water supply line was temporarily installed under the access road to supply water for decontamination equipment in the CRZ from the water tankers in the SZ

TFCI also initiated a security program to provide full time security watch on site During non-work hours including weekends a security guard was posted in the site trailer The security guard made hourly rounds of the support zone and Access Road including the Barcelona Avenue gate Logs were maintained of security shifts

22 Clearing

Clearing was performed incrementally during the project Trees were cut by chain saw and stockpiled in the Support Zone along the access road Once the majority of trees were cut and stockpiled they were loaded onto 100 cy trailers for off-site disposal Disposal consisted of chipping and burning at a facility in Maine Hauling and disposal was done by Wood Waste of Boston Inc

Phragmites were mixed in with the fly ash during excavation The phragmites constituted a very small portion of the volume of fly ash

23 Decontamination Dust Control and Health and Safety Monitoring

As mentioned above truck loading and decontamination pads were constructed along the east side of the site adjacent to the access road TFCI used a hydraulic excavator to load dump trailers from stockpiles By using an excavator we were able to minimize spillage of material onto the outside of the trailers However all trucks were considered potentially contaminated and were decontaminated by washing down over the decontamination pad

TFCI constructed an overhead spray bar set-up which trucks drove under after loading The wheels and sides of the trucks were then washed down with hoses The decontamination water rinsate was collected in the sump of the HDPE-lined decontamination pad Rinsate was pumped into a 1000 gallon sedimentation tank After removal of the fines the decontamination water was used for dust control

The fly ash was found to be quite dry particularly in the upper 10 to 15 ft and prone to dusting easily TFCI used imported water to keep the fly ash moist in stockpiles and after loading a truck A total of 180000 gallons of water was imported to the site for decontamination and dust control The majority of this water was used for dust control on fly ash The dust control measures employed were quite successful No dust levels were measured exceeding the site criteria at the Barcelona Avenue gate or in the work zones

For Health and Safety Monitoring TFCI contracted with Cashins amp Associates (CA) CA prepared a Health and Safety Plan and performed on-site monitoring of air and noise in the work zone and at the site perimeter A Health and Safety Phase-Out Report prepared by CA is contained in Appendix C

24 Excavation and Loading of Fly Ash

TFCI used two methods for excavating the fly ash and moving it to a stockpile Due to the steep slopes tight quarters and poor traction on the fly ash it was impossible to use a front end loader at the SL-4 site Initially we used an excavator and a bulldozer to excavate and move fly ash to stockpiles

As the mounded area of the fly ash was removed and the excavation began to consist of a steeply sloped face of fly ash we used two excavators The excavators worked as a bucket brigade to excavate and move material up the slope to the stockpile area Material was handled several times to reach the stockpile As the bottom of fly ash level was approached the excavators were able to excavate the fly ash close to the interface between fly ash and contaminated overburden and soilfly ash mixtures

All loading of fly ash was done by an excavator with a large bucket (2 cy capacity) Table 1 summarizes the daily quantities of fly ash loaded In general approximately the same quantity of fly ash was excavated as was loaded each day No significant stockpiles were maintained during the work A stockpile of fly ash excavated on SLshy5 area (by others) was loaded on the first full day of hauling of fly ash from SL-4

25 Excavation and Loading of Contaminated Overburden and SoilFly Ash Mixture

Excavation of contaminated overburden soilfly ash mixture and debris (referred to hereafter as contaminated overburden) was performed using excavators similar to the procedures for fly ash The horizontal limits of excavation were determined by GEI Consultants Inc and are described in the Demonstration of Compliance report prepared by GEI In general the horizontal limits are as follows

Northern - Defined by DA-1 Area Eastern - Defined by confirmatory sampling and analysis along

the Access Road Southern - Defined by SL-5 Area except for Area 1 which was

incorporated into SL-4 site remediation work Western - Defined by WA-1 Area

The bottom of excavation was sampled for confirmatory analysis by GEL The results of this analysis are described in the Demonstration of Compliance Report

Table 2 summarizes the daily quantities of contaminated overburden loaded Approximately the same daily quantity was excavated No significant stockpiles of contaminated overburden were maintained

Where bedrock was encountered contaminated soils were scraped off with the excavator The remaining material was removed as part of bedrock cleaning (see Sec 27) A number of boulders were encountered in the overburden MEC elected to have TFCI decontaminate the boulders on the decontamination pad and then incorporated them into the random fill

26 Ponded Water

Removal of fly ash and contaminated overburden along the western side of SL-4 resulted in a low area which collected both surface water run-off and groundwater seepage This area became a temporary pond containing approximately 100000 to 150000 gallons of water The level fluctuated with the level of the adjoining wetlands

In order to discharge the ponded water to the wetlands (WA-1) the discharge would have to meet Federal drinking water quality standards TFCI arranged for sampling and testing of the ponded water The results are contained in Appendix A Although the water met requirements of USEPA and MADEP for chemical contaminants the water was quite turbid and no practical means of removing suspended solids was available

A request was made to SESD to dispose of the ponded water at its Salem Treatment Facility SESD approved this request on November 20 1995

The ponded water was pumped into conventional septage hauling vehicles on November 27 through 30 1995 A total of 125000 gallons was transported to SESD for disposal Random fill was placed in the low area immediately following pumping of ponded water to avoid collection of additional water

27 Bedrock Cleaning

As required by the Specifications all exposed bedrock was cleaned of all fly ash and

contaminated overburden Several techniques andor methods were used to clean bedrock including

a) Manual broom and shovel work b) Compressor with air gun to loosen material from crevices with water

used for dust control c) A Vac-All truck using water andor compressed air to loosen

material d) A broom attached to the bucket of an excavator

The surface of exposed bedrock was generally quite irregular and required considerable effort to remove soil and fly ash from cracks and crevices In some areas the rock is highly weathered and can be removed In these areas a determination was made in conjunction with GEI as to when to stop removal of weathered bedrock

During placement of random fill and loam some areas of exposed bedrock became re-covered with these earth materials TFCI proposed to topsoil and seed on these areas rather than re-cleaning the bedrock GEI EPA and MEC accepted this proposal

3 SITE RESTORATION

31 Random Fill

Random fill for the site restoration was obtained from a borrow pit located on Munson Street in Peabody MA GEI conducted confirmatory sampling of the borrow source The results are contained in the Demonstration of Compliance Report A grain size analysis is provided in Figure 1 A total of 1176 cy of random fill was delivered to the site and spread over all exposed soil subgrade areas The thickness is 6 inches except along the west side of the site where it ranges up to 5 ft thick where contaminated soil and fly ash were encountered at a deeper level (See Sec 4)

The random fill was spread and compacted using a CAT D4H dozer

32 Loam and Seeding

In the Spring of 1996 after Winter shutdown TFCI placed and spread a 6-inch layer of loam The loam was obtained from a loam stockpile located at a new residential subdivision in Ayer MA called Bennetts Brook and furnished to the site by D amp H Loam Company A total of 695 cy of loam was delivered to the site GEI conducted confirmatory sampling of the loam source The results are contained in the Demonstration of Compliance Report A topsoil analysis report is provided as

Figure 2

The loam was spread using a CAT D4H dozer Areas of the slope where the grade was steeper than 4HIV were first hand-seeded and then covered with Erosion Control and Revegetation Mat (ECRM) The entire loamed area was then hydro-seeded on May 14 1996 The seed used is Massachusetts Highway Department Specification M6030 Slope and Shoulder Mix

33 FencingDemobilization

In order to remove fly ash andor contaminated overburden which extended onto DA-1 it was necessary to remove the fence along the south side of DA-1 After completion of remediation work the fence was replaced Because of the winter shutdown TFCI reinstalled the fence prior to site restoration work to secure the DAshy1 area

Following placement of the random fill TFCI demobilized for winter shutdown Due to an early snowfall it was impossible to loam and seed the site prior to winter shutdown TFCI demobilized equipment and support facilities December 8-13 1995

In the Spring of 1996 it was only necessary to mobilize a dozer and small excavator to place and spread loam

4 QUANTITY SURVEYS AND AS-BUILT PLANS

41 Fly Ash Quantity Survey

In order to calculate the insitu quantity of fly ash for payment TFCI engaged a subcontractor T F Moran for survey work and quantity estimates T F Moran performed an existing conditions topographic survey on April 21 1994 for design studies conducted by GEI Consultants Inc This survey was updated and verified on September 8 1995 by T F Moran for TFCI In addition a stockpile of fly ash removed from SL-5 was also surveyed on this date

T F Moran surveyed the bottom of fly ash on October 18 1995 The results of the fly ash quantity surveys are shown on Figure 3 The quantities of fly ash are as follows

SL-4 Fly Ash 12750 cy SL-5 Fly Ash (stockpiled on SL-4) 520 cv

13270 cy

In addition there was an estimated 1500 cy of fly ash not included in the TF

Moran surveys because the material was in or under active stockpiles at the time of the survey The quantity survey and method of calculation is described in a letter from T F Moran dated January 15 1996 and contained in Appendix B

42 Limits of Remediation

In order to document the limits of remediation T F Moran surveyed the site on November 1 and December 5 1995 Areas where contaminated overburden were removed were surveyed at these times including the limits of exposed bedrock The results of these surveys are shown on Figure 4 The limits of SL-4 site remediation are as follows

Total Site Area Remediated 50860 sf Exposed Ledge 19990 sf

Site Restoration Area 30870 sf

In addition Area 1 is approximately 5416 sf

Note that the total quantity of contaminated overburden and fly ashsoildebris mixture was 6056 tons compared to the estimated 4100 tons from the design studies The primary reasons for the increase include the following

Incorporation of Area 1 from SL-5 in the SL-4 site remediation work

The northern limit of excavation extended further into DA-1 than anticipated in the RA Work Plan

Excavating further west into WA-1 than anticipated in the RA Work Plan

VOC contaminated fly ash and soil in the northwest corner near DAshy1 at a considerable thicknessdepth

The limits of remediation survey are described in the T F Moran letter contained in Appendix B

43 Final As-Built

A final as-built survey was performed by T F Moran on May 21 1996 The results of the survey are shown on Figure 5

TABLE 1 SUMMARY OF ASH REMOVAL

SALEM ACRES SUPERFUND SITE SL-4 AREA

DATE NOMBEraquo0poundLOADS

0AILY TOTAL ifrotfS) i

SEPTS 1 1750

SEPT 1 1 8 13470

SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

SEPT 28 30 58410

SEPT 29 26 53520

OCT2 26 54600

OCT3 26 57000

OCT4 19 41080

OCT5 22 49240

OCT6 26 61860

OCT 10 18 47180

OCT 11 12 33860

OCT 13 17 439 40

OCT 17 3 7600

OCT 19 3 7720

CtnVfOtATIVE TOTAL (TONS)

1750

15220

36300

82100

132200

175360

222230

277010

329810

3775 10

424425

476375

5331 95

5888 55

647265

700785

755385

812385

853465

902705

9645 65

1011745

1045605

1089545

1097145

1104865

TABLE 2 SUMMARY OF CONTAMINATED

OVERBURDEN REMOVAL SALEM ACRES SUPERFUND SITE SL-4 AREA

DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

41649

49314

448 59

46225

48054

62358

56186

491 56

14209

14025

29010

27604

35513

33447

7885

CUMULATIVE TOTAL (TONS)

46121

87770

137084

181943

228168

276222

338580

394766

443922

458131

472156

501166

528770

564283

597730

6056 1 5

- -

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Oct 17 1995 823PM P02 From LTTS OF Mfl INC PHONE No 617 438 S21S

GRftIN SIZE DISTRIBUTION TEST REPORT C c c e

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SIEVE PERCENT FINCR STEVE PERCENT FINCR Uact on Incrwi nuwtoer ilz ilzi bull flUNSON ST PEABODC

bull bull a 96 3 4 777

15 95 10 714 1 92 e 20 607 Descr pt ion

075 90 40 505 bullSILTY CLAYEY GflNO 0 375 34 50 44 4

100 343

3X1 GRAIN SIZE 200 257

8804D60

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xC COEFh 1C1CNT5 UTS OF MASSACHUSETTS INC bull

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Pro jlt-r t No UTS OF naSSACHLKKI lgt IMC Project) CftLCM flCHSCC

5 Richardson Lane

GtoneHam Mft 03 IBB Date 101195 Gamn 1 c- No 44fi1A

Figure 1

From UTS OF Mfl INC PHONE No 517 438 6216 Oct 17 1995 824PM F03

SOT ANALYSIS REPORT FOR NEW LAWN 101195

SOIL AND PLANT TISSUE TESTING LABWEST EXPERIMENT STATIONUNIVERSITY OF MASBACIIUfiFTTr AMHERST MA 01003

LAB NUMBER 3951010-107 BAG NUMBER 23467

DATE BFNT f

SOIL FROM COUNTY SOIL WEIGHT 537 g5cn CROP TURFORASS

UTS OF MASS INC COMMENTS ORGANIC MATTER 6 RICHARDSON LANE STONEHAM MA 02180

SAMPLE ID 4461B

LIMESTONE AND FERTILIZER RECOMMCNDATIONS FOR NEW LAWN CONSTRUCTION

No limestone ia required If peat mooc or similar material ia to be incorporated) see enclosed fact sheet

Fertilizer (per 10OO sq ft) 2 1ba N 2 Ibo P2O5 and O 1 bs KZO

Many fertilizer sources and rates may combine to provide acceptable turfgraes establ iahmont either from seed or aod One or two options baaed on this soil teat follow

Incorporate EITHER a 17-23-6 starter fert111zar at 10 lbs1000 sq ft OR a 30-3-3 lawn fertilizer at 7 1b81000 aq ft plus a 0-45-0 (triple superphosphate) fertilizer at 4 lbs1000 aq ft Hnto the top 3 to 4 inches of soil Retest Bull ona year after turf establishment

PLEASE read the enclosed fact sheets for niora specific Information on fertilization and liming procadurea

SOIL pH 71 NITROGEN NO3-N = Oa ppm NH4-N = 5 ppm BUFFER pH 74 ORGANIC MATTER 72 X (Desirable range 4-10X)

NUTRIENT_LEVELS_PPM_| Low Medium High Very High Phosphorus (P) 8 |XXXXXXXXXXXXX Potaaaium (K) 292 [XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Calcium (Ca) 237S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Magnesium (Mg) 237 JXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CATION EXCII CAP PERCENT BASE SATURATION MICRONUTRIENT LEVELS 130 Meq100g K= 52 Mg=134 Ca=816 ALL NORMAL

CXTRACTABLE ALUMINUM 41 ppm (Soil ranglaquo 10-250 ppm)

The lead level in thio soil 1s low

COMPUTER PROGRAM5-RECOMMENDATIONRbYOtHIOFPtANT~ampSOILSCI UMASS-AMHERST

Figure 2

TARGET SHEET

THE MATERIAL DESCRIBED BELOW WAS NOT SCANNED BECAUSE

(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER

DESCRIPTION DOC 14732 DRAFT FINAL REMEDIAL CONSTRUCTION REPORT FIGURE 3 TOPOGRAPHIC PLAN SL-4 AREA BOTTOM OF FLY ASH SALEM ACRES SHEET 1 OF 1

THE OMITTED MATERIAL IS AVAILABLE FOR REVIEW BY APPOINTMENT

AT THE EPA NEW ENGLAND SUPERFUND RECORDS CENTER BOSTON MA

TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER

DESCRIPTION DOC 14732 DRAFT FINAL REMEDIAL CONSTRUCTION REPORT FIGURE 4 TOPOGRAPHIC PLAN SL-4 AREA LIMIT OF REMEDIATION SALEM ACRES SHEET 1OF1



TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER

DESCRIPTION DOC 14732 DRAFT FINAL REMEDIAL CONSTRUCTION REPORT FIGURE 5 TOPOGRAPHIC PLAN SL-4 AREA AS-BUILT PLAN SALEM ACRES SHEET 1 OF 1



(i)

^mft^m

VIEW OF BARCELONA AVENUE THROUGH ENTRANCE GATE PRECONT RUCTION

ORIGINAL IN COLOR Available at the US EPA New England Superfund Records Center

Boston MA

(2)

VIEW OF ACCESS ROAD LOOKING NORTH SL-4 ON LEFT PRECONSTRUCTION

VIEW OF ACCESS ROAD LOOKING NORTH SL-4 ON LEFT DA-1 TO LEFT OF PICKUP TRUCK

PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)

VIEW OF BOUNDARY BETWEEN SL-4 AND DA-1 LOOKING WEST PRECONSTRUCTION


Boston MA

(6)

EROSION CONTROLS LOOKING NORTH FROM CORNER OF SL-4SL-5 ADJACENT TO WA-1 PRECONSTRUCTION

(7)

TRUCK LOADING PAD LOOKING NORTHWEST FROM SUPPORT ZONE


Boston MA

(8)

DECONTAMINATION PAD LOOKING NORTHWEST FROM SUPPORT ZONE

(9)

EXCAVATION OF FLY ASH LOOKING NORTHWEST FROM CRZ NOTE WATER FOR DUST CONTROL


Boston MA

(10)

VIEW LOOKING WEST AFTER REMOVAL OF FLY ASH NOTE WA-1 BEYOND EROSION CONTROLS

(11)

EXCAVATION OF CONTAMINATED OVERBURDEN LOOKING SOUTH FROM DA-1 BOUNDARY


Boston MA

(12)

VIEW OF RESTORED SITE LOOKING WEST TOWARD WA-1

0

ltu

wsectbull

D Q

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O z ^ O O_J LJJ

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eg 3

(14)

VIEW OF RESTORED SITE LOOKING NORTH TOWARD DA-1 ALONG ACCESS ROAD


Boston MA

(15)

gtbull bdquobdquo -

VIEW OF RESTORED SITE LOOKING SOUTH TOWARD SL-5

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w

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(17)

VIEW OF RESTORED SITE ON DA-1 SJDE OF FENCE - LOOKING ST


Boston MA

(18)

VIEW OF RESTORED SITE ON DA-1 SIDE OF FENCE - LOOKING WEST SL-4 ON RIGHT

APPENDIX A

ANALYTICAL RESULTS FOR

PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007

PRELIMINARY REPORT UNAUDITED RESULTS

Thenno Analytical 300 Second Avenue PO Box 521 Waltham HA 02254

Attn Client Services Phone (617) 890-7200

Cashins amp Associates Order S5-11-034 55 Cambridge Street Date 110795 1522 Burlington HA 01803 Work ID Salem Acres Water

Date Received 110295 Attn Bob Cashins Date Completed

Purchase Order NA Invoice Number Client Code CASHINS

SAMPLE IDENTIFICATION

Sample Sample Number Description 01 11019S-924-01A

Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007


Order f S5-11-034 Thermo Analytical Page 2 110795 1522 TEST RESULTS BY SAHPLE

Test Description Volatile Organics- Aqueous Method EPA_8240 Test Code Collected 110195 02-00 Category WATER

DATE INJECTED 110695 DILUTION FACTOR 100 All results reported 1n ugL

COMPOUND RESULT DET LIMIT COMPOUND RESULT

Chloromethane U 10 Broroodi chl oromethane U Vinyl Chloride U 10 2-Chloroethyl Vinyl Ether U

Bromxnethane U 10 4-dethyl -2-pentanone U Chloroethane U 10 c1 3-1 3-Di chl oropropene U

Trichlorofluoronwthane U 50 Tol uene U Acetone 17 10 trans-1 3-Di chl oropropene LI

11-Oichloroethene U 50 11 2-Tri chl oroethane J Carbon Dlsulfide U 50 2-Hexanone U

Methyl ene Chloride U 50 Tetrachl oroethene U 12-Oichloroethene (total) U 50 D1 bromochl oromethane U

11-01 Chloroethane U 50 Chlorobenzene U Vinyl Acetate U 10 Ethyl benzene U

2-Butanone U 10 in and p-Xylene U Chloroform U 50 o-Xylene U

111-Tri Chloroethane U 50 Styrene U Carbon Tetrachlortde U 50 Broraoform U

Benzene U 50 112 2-Tat rachl oroethane U 12-01 Chloroethane U 50 1 3-01 chl orobenzene U

Trichloroethene U 50 I 4-Di chl orobenzene U 12-Dichloropropane U 50 12-01 chl orobenzene U

SURROGATE STANDARDS RESULT LEVEL X RECOVERY

12-Dichloroethane-D4 52 50 104 Toluene-08 47 50 94

l-Bromo-4-fluorobenzene 56 50 112

NOTES AND DEFINITIONS FOR THIS REPORT U =bull Undetected at stated detection limit

VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50

110795 1639 copy617 890 3883 TMA-WALTHAM copy004007


Order t S5-11-034 Thermo Analytical Page 4 110795 1522 TEST RESULTS BY SAMPLE

ianple Description 110195-924-010 Lab No 04A Test Description RCRA Metals 1n Water Method SW846 Test Code

Collected 110195 0200 Category WATER

METAL RESULT DETECTION LIMIT METAL RESULT DETECTION LIMIT

Ag Silver U 10 As Arsenic 870 50

Ba Bar inn B69 10 Pb Lead U 50

Cd Cadmium U 50 Se Sel en1 um Z15 50

Cr Chromi um U 20 Hg Mercury U 020

NOTES AND DEFINITIONS FOR THIS REPORT All results reported in ugL U gt Undetected at stated detection limit

110795 1640 Q617 890 3883 TMA-WALTHAM 0005007


Order S5-11-034 Thermo Analytical Page 5 110795 1522 REGULAR TEST RESULTS BY TEST

Chemical Oxygen Demand Mlnimun Maximum Method EPA600 4101

Sap Sample Description Result Units Limit Prepared Analyzed By 05A 110195-924-01E 64 bullgL 50 110395 110395 JD

Petroleum Hydrocarbons-H20 Minimum Maximum Method EPA600 4181

Samp Sample Description Result Units Limit Prepared Analyzed By 01A 110195-924-01A 108 mgL 050 110395 110395 JO

110795 1640 reg617 890 3883 TMA-WALTHAM copy006007


Order I S5-11-034 Therm Analytical Page 6 110795 1522 TEST METHODOLOGIES

USEPA Test Methods for Evaluating Solid Wastes (SUS46 Third Edition) Method 7470 - Preparation of water for Mercury analysis

USEPA Test Methods for Evaluating Solid Vastes (SW846 Third Edition) Method 3010 - Add digestion of aqueous samples and extracts for total metals for analysis by Flame Atomic Absorption Spectroscopy or Inductively Coupled Plasma Spectroscopy

USEPA Test Methods for Evaluating Solid Vastes (SWB46 Third Edition Method 8270 mdash Gas ChroroatographyMass Spectrometry for PAHs

Volatile Organics in Water - Hazardous Substance List

SV846 Method 8240 - Modified

Test Methods for Evaluating Solid Waste SU-846 US EPA Office of Solid Waste and Emergency Response Washington 3rd Edition

Aqueous sanples are analyzed in accordance with Method 8240 using a purge and trap technique followed by 64s ChromatographyMass Spectroscopy

Quality assurance procedures for GCMS Include daily tuning and calibration of the mass spectrometer and the use of surrogate standards in each sample to monitor method performance Quantitatton is performed by the Internal standard method Analysis of blanks duplicate samples and standards are run frequently as further quality assurance procedures

USEPA Test Methods for Evaluating Solid Wastes (SW846 Third Edition) Method 3S10 mdash Separatory Funnel Liquid-Liquid Extraction

EPA-6004-79-020 - Chemical Oxygen Demand - Titrimetric Mid-Level Method 4101

EPA6004-79-020 - Petroleum Hydrocarbons 1n Water Total Recoverable Method 4181 (Spectrophotometric Infrared)


APPENDIX B

QUANTITY SURVEY DOCUMENTATION

TFMORAN INC Surveying - Engineering - Land Planning SoilsWetlands Mapping - Landscape Architecture

January 15 1996

Mr Jack Enos Vice President TFord Company Inc 118 Tenney Street Georgetown MA 01833

RE Survey Results - Salem Acres - SL4 Area Salem Massachusetts

Dear Jack

This letter amends the letter of December 13 1995 per our review last week

TFMoran Inc performed topographic surveys at the Salem Acres site on April 21 1994 for GEI Consultants prior to removal of material and for TFord Company on October 18 1995 after the removal of material The survey data from the original survey in 1994 was adjusted thirty feet higher to correct for a datum difference from current site datum This was due to the original reporting of the Site Benchmark (TP34) elevation as 11464 rather than 14464 which is the correct elevation

Once both topographic surfaces were on the site datum the raw cut volume was obtained by Eaglepoint (Volumes Module) Software utilizing the prismoidal method comparing the two surfaces For reference please see the attached topographic plan which superimposes the October 15 1995 contours (dark lines) over the April 21 1994 contours The volume is based on the intersection of the two surfaces Also it was noted that stock piles of material did exist on site which were not surveyed at the time

The final raw cut volume arrived at by the above methods is 12749 Cubic Yards

In November and December of 1995 the site was resurveyed to locate the area of exposed ledge at the site The results of this survey are shown on the attached topographic worksheet dated November 3 1995 and last revised January 15 1996 The results of the survey indicate the total site area to be 50860 sq ft or 117 acres The total area of exposed ledge surveyed is 19990 sq ft or 46 acres If you have any questions regarding the above call me directly Thank you

Sincerely

John W Myhaver Jr ^_ Field Operations Manager

Enclosure ItorLltr

Route 101 Bedford NH 03110 Phone (603) 472-4488 FAX (603) 472-9747

APPENDIX C

HEALTH AND SAFETY PHASE-OUT REPORT

HEALTH AND SAFETY PHASE-OUT REPORT SALEM ACRES SL-4 AREA

Introduction

During remediation work on SL-4 Health and Safety Monitoring was performed Cashins amp Associates Inc of Reading MA performed the following work as a subcontractor to TFCI

1) Preparation of a site-specific Health and Safety Plan (dated September 1 1995)

2) Provide a Field TechnicianIndustrial Hygienist to serve as Site Safety and Health Officer (SSHO) and to conduct air and noise monitoring

3) Provide a Certified Industrial Hygienist to review Health and Safety and to conduct site specific training (record of training included at end of Appendix C)

4) Collect 8-hour air samples for worker exposure and ambient air at the Barcelona Avenue gate Arrange for analysis of the samples and report results

5) Prepare daily and weekly Health and Safety reports

6) Prepare a Health and Safety Phase-Out Report

In general the following health and safety practices were followed

1) All workers wore hard hats safety glasses work boots gloves and hearing protection as minimum level PPE

2) When working in the exclusion zone workers wore in addition to above tyvek rubber overboots and rubber coated gloves When dust was a potential concern an industrial grade dustmist mask was also worn This level of PPE was considered Level D modified

3) Workers leaving the exclusion zone removed PPE (tyveks gloves boots and masks) in the support zone and either disposed of the items or decontaminated them

4) Workers andor visitors without 40-hour OSHA training were not permitted to enter the exclusion zone

Attached is a report prepared by Cashins amp Associates along with weekly Health and Safety Summary Reports prepared by the Field Hygienist In summary the air monitoring results indicate no levels exceeding the applicable exposure guidelines except one instance

During excavation of contaminated overburden in the northwest comer of the site an area of VOC contaminated soil was encountered Total VOCs levels measured using a PID exceeded the action level established in the Health and Safety Plan The SSHO advised TFCI to upgrade to Level C PPE in order to backfill the excavation in this area TFCI equipment operator upgraded and backfilled the area The SSHO in consultation with the Cashins CIH advised TFCI to avoid work in this area until the contaminants were characterized GEI sampled the material for waste characterization analysis and provided the results to TFCI Based on the results an action level was established by the CIH for the specific contaminants found Further PID measurements indicated levels below the new action level and work was resumed

The noise monitoring indicated that the noise level at the Barcelona Avenue gate was not exceeded Only one instance of excess noise level in the work zone was recorded (10 db(a) above the ambient noise level or 85 db(a)) Workers wore hearing protection in this instance

mdash 07171996 1601 6179444032 CASHIMS S ASSOCIATES PAGE 02

CASHINS amp Associates Inc

ItxhalrM Hy-gifnr A Invtronmtnltl Tttling

July 17 1996

Mr Jack Enos T Ford Company Inc USTenney Street Georgetown MA 01833

Dear Jack

The Site Safety and Health Officer (SSHO) from Cashing amp Associates Inc performed daily inspections of the SL-4 area Salem Acres Superfund Site between 9595 and 12195 in accordance with the Health amp Safety Plan (HSP) for the site Daily inspection logs were submitted every day No accidentsincidents were reported during the work period

In accordance with the Health amp Safety Plan the SSHO performed daily air and noise monitoring at the site during Ac project Samples were collected for metals (lead beryllium chromium arsenic) and Polynuclear Aromatic Hydrocarbons (PAHs) at the site perimeter and for workers exposure determination Coal Tar Pitch Volatiles (a benzene soluble extractables) were also used to determine the workers exposure to PAH compounds Coal Tar Pitch Volatiles (CTPV) were analyzed using OSHA 58 Method If CTPV levels oq personal samples exceed the site criteria of 02 ragm3 the sample was submitted for PAHs analysis All air samples on the site perimeter were analyzed for PAH compounds

Site monitoring air sample collection and results report were done under the supervision of a Certified Industrial Hygienist

Full shift personal worker exposure samples were collected once a week Ambient air samples were collected at the Barcelona Avenue gate about 20 feet to the west of the site gate to determine if site contaminants were migrating off site The ambient air samples were also collected once a week during the project except on rainy days and days without work with contaminated soil

All air samples were analyzed by the American Industrial Hygiene Association accredited ESA Laboratories Inc using the following methods PAHs - NIOSH 5515 Lead - NIOSH 7082 Beryllium - NIOSH 7102 Chromium - NIOSH 7024 Arsenic - NIOSH 7900 Coal Tar Pitch Volatiles - OSHA 58 All methods used are accepted by the industrial hygiene community for 8-hour exposure assessment EPA methods are usually used for ambient air measurements

CRErORTTFOmiOO

80 Mam Street bull Reading MA 01867 bull Phone- 61 7-944-4060 bull Fax 61 7-944-4082

07171996 1601 6179444032 CASHIMS amp ASSOCIATES PAGE 03

The results of air samples for metals and PAHs are presented in Table No 1

All concentrations of metals and PAHs at the site perimeter (Barcelona Avenue) and active work zones were below the OSHA Permissible Exposure Limits (PEL) and the American Conference of Governmental Industrial Hygicnists Threshold Limit Value (ACGIH TLV) Two personal samples collected on October 19 and October 23rd showed Coal Tar Pitch Volatiles (CTPV) results above OSHA PEL and AIHA TLV limits Both samples were resubmittcd to the lab for further analysis to determine if PAH compounds are present because the CTPV results were above site criteria

The results of the PAH concentrations for the personal sample on Mark Goodwin on October 19 1995 during excavation and washing trucks and for the personal sample on Ron Maker on October 23 1995 during excavating and cleaning rocks by compressed air were below OSHA PEL and ACGIH TLV limits

The SSHO performed noise monitoring according to the HSP at the exclusion zone and at the Barcelona Avenue site perimeter fence A Dupont sound level meter was used for noise monitoring The noise level in the exclusion zone during all operations except one did not exceed the on site criteria of 85 dB(a) During a short time when the air compressor had been used to clean rocks the sound level in the exclusion zone next to the air compressor did exceed 85 dB(a) Ear protection devices were worn by the workers during that operation At no time did the noise level at the Barcelona Avenue site perimeter exceed 10 dB(a) above the ambient noise level or 85 dB(a)

The SSHO performed total dust monitoring on a daily basis during the project at the site perimeter downwind of work location and at the site gate using a Miniram real time dust meter The summary of dust monitoring is presented in Table No 2 Total dust concentrations on site and off site did not exceed site criteria of 1 mgm3 and the action level of 05 nigny1

The summary of air monitoring for Volatile Organic Compounds (VOC) is presented in Table No 3 VOC concentrations in the working area did not exceed the on site criteria of 5 ppm in a breathing zone VOC concentrations on the site perimeter did not exceed real time off site criteria of 2 ppm

Five detail reports with results of air sampling were submitted during the project period

Sincerely Cashins amp Associates Inc

Evelina Vaughan Industrial Hygieflfst

CASHINS amp ASSOCIATES Inc

80 Mam Street bull Reading MA 01867 bull Phone61 7-944-4060 bull Fax 617-944-4082

07171996 1601 6179444082 CASHINS S ASSOCIATES PAGE 04

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SITE SPECIFIC amp HAZARD COMMUNICATIONS TRAINING SIGN-IN SHEET

ftt poundpoundpound

DATE

LOCATION OF TRAINING $ALt_M ACu

TIME 9 ^ rW

NAME COMPANY SIGNATURE

40 SALEM ST bull LYNNFIELD MA 011J40 bull TEL 617-2-)5-J77J - FAX ()l7-MS-tUrj

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TIME


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CASHINS amp Associates inc

Ifxtuitral Hygltne A fnvironmtnltt Tuning

W3SXLY HBALTH amp SAFETY PLAN COMPLIANCE SUMMARY R3PORT

CLIENT T foyd C o m a n

LOCATION gal era Acres Sx^perfund Site 8L-4 Area

DATES INCLUDED IN SUMMARY

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SUMMARIZED BY FOR CASHINS amp ASSOCIATES INC

55 CAMBRIDGE STREET bull SUITE 201 bull BURLINGTON MA 01803 laquo TEL 61 -273-9080 bull FAX 67-273-9C84

09111995 1023 6172739084 CASHINS ASSOCIATES PAGE 01

CASHINSamp Associates Inc

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WEEKLY HEALTH amp SAFETY PLAN COMPLIANCE SUMMARY REPORT

CLIENT T Fprd Company

LOCATION Salen Acres Suoerfund Site SL-4 Area


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LOCATION Salem Acres Superfund Site SL-4 Area


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07161996 1650 6179444082 CASH INS amp ASSOCIATES PAGE 08


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WEEKLY HEALTH 6 SAFETY PLAN COMPLIANCE SUMMARY REPORT

CLIENT T Fortjl Cqjapany

LOCATION Salem Acrlaquoa Superfund Site 9L-4 Area


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ISSUED TO REPRESENTING

ISSUED BY REPRESENTING CASHINS S ASSOCIATES INcT DAY DATE ISSUED O04Xmdash 1 bull-bullmdashbull f P^JT

PROJECT NAME_ SITE LOCATION

THE PURPOSE OF THE FOLLOWING STATEMENT IS TO DOCUMENT THE EXISTENCE OF A CONDITION OR CONCERN WHICH CASHINS amp ASSOCIATES INC BELIEVES WARRANTS IMMEDIATE CORRECTIVE ACTION POSSIBLE SOLUTIONS AND OR CORRECTIVE ACTIONS WILL BE INCLUDED IN THIS NOTIFICATION WHEN POSSIBLE THIS NOTIFICATION IS LIMITED TO SITUATIONS THAT REPRESENT EITHER IMMEDIATE DANGER TO LIFE OR HEALTH CONDITIONS OR PREVIOUSLY IDENTIFIED CHRONIC PROBLEMS THAT UNDERMINE OUR ABILITY TO EFFECTIVELY INSURE COMPLIANCE WITH THE REQUIREMENTS OF THE HEALTH AND SAFETY PLAN

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LOCATION Saâm Acras Super fund 5 jte SL-4 Area

DATES INCLUDED IN SUMMARY bull

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CASHIMS amp ASSOCIATES PAGE 04 07161996 1658 6179444032

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LOCATION Salem AcrM Suoerfund Stta 8L-4 Araa


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SUMMARIZED BY pound FOR CASHINS amp ASSOCIATES INC

55 CAMBRIDGE STREET bull SUITE 201 bull BURUNGTON MA 01803 bull TEL 617-273-9080 bull FAX 617-273-9084

07161996 1658 6179444082 CASHIMS 3 ASSOCIATES PAGE 03


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WEEKLY HEALTH amp SAFETY PLAN COMPLIANCE SUMMARY REPORT ^

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LOCATION Sal era Acraa Suplaquorfund Sj-ta 8L-4 Araa


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55 CAMBRIDGE STREET bull SUITE 201 bull 8URUNGTON MA 01803 bull TEL 617-273-9080 bull FAX 617-273-90W

07151996 18 fO 6179444082 CASHINS S ASSOCIATES PAGE 02


WBBKLY HEALTH amp SAFETY FLAK COMPLIANCE SUMMARY REPORT

CLIENT T Ford Compapv

LOCATION i Sal am Acrlaquolaquo Suparfund Sita SL-4 Area

DATES INCLUDED IN SUMMARY i bull pound7 mdash

A 0-3 - A)

SXWMARIZ2D BY FOR CASHINS amp ASSOCIATES INC (

55 CAMBRIDGE STREET SUITE 201 bull SURtlNCTON MA 01803 TEL 617-273-9080 bull FAX 61 7-273-9084

barcode 14732

barcodetext SEMS Doc ID 14732

TABLE OF CONTENTS

INTRODUCTION PAGE

1 1 Project Description 1 12 Project Organization 1 1 3 Project Time Line 1 1 4 Project Photos 2

REMEDIAL CONSTRUCTION ACTIVITIES

2 1 Mobilization and Site Preparation 2 2 2 Clearing 4 2 3 Decontamination Dust Control and Health and Safety Monitoring 4 2 4 Excavation and Loading of Fly Ash 5 2 5 Excavation and Loading of Contaminated Overburden 5

and SoilFly Ash Mixture 2 6 Ponded Water 6 2 7 Bedrock Cleaning 6

SITE RESTORATION

3 1 Random Fill 7 3 2 Loam and Seed 7 3 3 FencingDemobilization 8

QUANTITY SURVEYS AND AS-BUILT PLANS

41 Fly Ash Quantity Survey 8 42 Limits of Remediation 9 4 3 Final As-Built 9

TABLES FIGURES PHOTOS

Appendix A - Analytical Results for Ponded Water Appendix B - Quantity Survey Documentation Appendix C - Health and Safety Phase-Out Report

1 INTRODUCTION





ORGANIZATION


T Ford Company Inc

GEI Consultants


KR Rezendes


T F Moran

Clark Hydroseeding

Wood Trucking

D amp H Loam



ROLE

PRP
















TASK BATES










Seeding May 14 1996


14 Project Photos
















and testing




22 Clearing




















26 Ponded Water





27 Bedrock Cleaning








3 SITE RESTORATION

31 Random Fill



32 Loam and Seeding


Figure 2











13270 cy














43 Final As-Built






SEPTS 1 1750

SEPT 1 1 8 13470

SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

SEPT 28 30 58410

SEPT 29 26 53520

OCT2 26 54600

OCT3 26 57000

OCT4 19 41080

OCT5 22 49240

OCT6 26 61860

OCT 10 18 47180

OCT 11 12 33860

OCT 13 17 439 40

OCT 17 3 7600

OCT 19 3 7720


1750

15220

36300

82100

132200

175360

222230

277010

329810

3775 10

424425

476375

5331 95

5888 55

647265

700785

755385

812385

853465

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9645 65

1011745

1045605

1089545

1097145

1104865



DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

41649

49314

448 59

46225

48054

62358

56186

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14209

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27604

35513

33447

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APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007


Order f S5-11-034 Thermo Analytical 110795 1522 TEST RESULTS BY SAHPLE


















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APPENDIX B



January 15 1996



Dear Jack






Sincerely


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barcode 14732


1 INTRODUCTION





ORGANIZATION


T Ford Company Inc

GEI Consultants


KR Rezendes


T F Moran

Clark Hydroseeding

Wood Trucking

D amp H Loam



ROLE

PRP
















TASK BATES










Seeding May 14 1996


14 Project Photos
















and testing




22 Clearing




















26 Ponded Water





27 Bedrock Cleaning








3 SITE RESTORATION

31 Random Fill



32 Loam and Seeding


Figure 2











13270 cy














43 Final As-Built






SEPTS 1 1750

SEPT 1 1 8 13470

SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

SEPT 28 30 58410

SEPT 29 26 53520

OCT2 26 54600

OCT3 26 57000

OCT4 19 41080

OCT5 22 49240

OCT6 26 61860

OCT 10 18 47180

OCT 11 12 33860

OCT 13 17 439 40

OCT 17 3 7600

OCT 19 3 7720


1750

15220

36300

82100

132200

175360

222230

277010

329810

3775 10

424425

476375

5331 95

5888 55

647265

700785

755385

812385

853465

902705

9645 65

1011745

1045605

1089545

1097145

1104865



DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

41649

49314

448 59

46225

48054

62358

56186

491 56

14209

14025

29010

27604

35513

33447

7885


46121

87770

137084

181943

228168

276222

338580

394766

443922

458131

472156

501166

528770

564283

597730

6056 1 5

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TARGET SHEET


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(2)



PRECONSTRUCTION

(3)


Boston MA

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(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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TASK BATES










Seeding May 14 1996


14 Project Photos
















and testing




22 Clearing




















26 Ponded Water





27 Bedrock Cleaning








3 SITE RESTORATION

31 Random Fill



32 Loam and Seeding


Figure 2











13270 cy














43 Final As-Built






SEPTS 1 1750

SEPT 1 1 8 13470

SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

SEPT 28 30 58410

SEPT 29 26 53520

OCT2 26 54600

OCT3 26 57000

OCT4 19 41080

OCT5 22 49240

OCT6 26 61860

OCT 10 18 47180

OCT 11 12 33860

OCT 13 17 439 40

OCT 17 3 7600

OCT 19 3 7720


1750

15220

36300

82100

132200

175360

222230

277010

329810

3775 10

424425

476375

5331 95

5888 55

647265

700785

755385

812385

853465

902705

9645 65

1011745

1045605

1089545

1097145

1104865



DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

41649

49314

448 59

46225

48054

62358

56186

491 56

14209

14025

29010

27604

35513

33447

7885


46121

87770

137084

181943

228168

276222

338580

394766

443922

458131

472156

501166

528770

564283

597730

6056 1 5

- -

--




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a 2 - a i

t sh

90 X

N^

B0 raquo m lts

-bull

70 Sk

gtia

Npound G0 shyu

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Figure 2

TARGET SHEET


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(2)



PRECONSTRUCTION

(3)


Boston MA

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(6)


(7)



Boston MA

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Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50



Order t S5-11-034 Thermo Analytical 110795 1522 TEST RESULTS BY SAMPLE









110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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SEPT 1 1 8 13470

SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

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DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

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Figure 2

TARGET SHEET


(X) OVERSIZED

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(X) OVERSIZED

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(X) OVERSIZED

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Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


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w

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3

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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007


Order S5-11-034 Thermo Analytical 110795 1522 REGULAR TEST RESULTS BY TEST




















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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Figure 2











13270 cy














43 Final As-Built






SEPTS 1 1750

SEPT 1 1 8 13470

SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

SEPT 28 30 58410

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OCT 10 18 47180

OCT 11 12 33860

OCT 13 17 439 40

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1750

15220

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82100

132200

175360

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277010

329810

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424425

476375

5331 95

5888 55

647265

700785

755385

812385

853465

902705

9645 65

1011745

1045605

1089545

1097145

1104865



DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

41649

49314

448 59

46225

48054

62358

56186

491 56

14209

14025

29010

27604

35513

33447

7885


46121

87770

137084

181943

228168

276222

338580

394766

443922

458131

472156

501166

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10

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15 95 10 714 1 92 e 20 607 Descr pt ion


100 343


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Figure 1





DATE BFNT f



SAMPLE ID 4461B













Figure 2

TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




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(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

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D Q

O

O z ^ O O_J LJJ

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eg 3

(14)



Boston MA

(15)

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iu O

of bullo

01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007









Order I S5-11-034 Therm Analytical 110795 1522 TEST METHODOLOGIES













APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

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SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

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PRECONSTRUCTION

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(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















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January 15 1996



Dear Jack






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Introduction



















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SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

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NUMBER OF LOADS

14

14

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(2)



PRECONSTRUCTION

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Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

SEPT 25 26 51950

SEPT 26 29 56820

SEPT 27 30 55660

SEPT 28 30 58410

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OCT3 26 57000

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OCT5 22 49240

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OCT 13 17 439 40

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NUMBER OF LOADS

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PRECONSTRUCTION

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(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















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10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












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January 15 1996



Dear Jack






Sincerely


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APPENDIX C



Introduction



















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SEPT 12 10 21080

SEPT 13 20 45800

SEPT 14 23 50100

SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

SEPT 22 25 46915

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OCT 31

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NOV 8

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NOV 21

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DEC 7

NUMBER OF LOADS

14

14

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14

16

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4

8

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(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

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(7)



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Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












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APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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SEPT 15 20 43160

SEPT 18 23 46870

SEPT 19 24 54780

SEPT 20 26 52800

SEPT 21 25 47700

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700785

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812385

853465

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9645 65

1011745

1045605

1089545

1097145

1104865



DATE

on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

NOV2

NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

8

8

9

2

DAILY TOTAL (TONS)

46121

41649

49314

448 59

46225

48054

62358

56186

491 56

14209

14025

29010

27604

35513

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7885


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137084

181943

228168

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(2)



PRECONSTRUCTION

(3)


Boston MA

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(6)


(7)



Boston MA

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(9)



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oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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on 19 OCT 20

OCT 23

OCT 24

OCT 25

OCT 26

OCT 27

OCT 31

NOV 1

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NOV 6

NOV 8

NOV 9

NOV 21

NOV 28

DEC 7

NUMBER OF LOADS

14

14

14

13

14

16

18

18

12

4

4

8

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DAILY TOTAL (TONS)

46121

41649

49314

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46225

48054

62358

56186

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14209

14025

29010

27604

35513

33447

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276222

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DATE BFNT f



SAMPLE ID 4461B













Figure 2

TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

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() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


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O

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(14)



Boston MA

(15)

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iu O

of bullo

01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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- -

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bdquo9 bdquo

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90 X

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550 gt

UJ bullshy

1u S pound 40 0 ^

30 bull i 20

10

0 2Q 0 1SG 100 10 01 aai 00UL

CRflIM CISC - mm


t 16 00 2Z 3 521 256 SC-SM



15 95 10 714 1 92 e 20 607 Descr pt ion


100 343


8804D60

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Figure 1





DATE BFNT f



SAMPLE ID 4461B













Figure 2

TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

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wsectbull

D Q

O

O z ^ O O_J LJJ

Q LJJ a o te LJJ

eg 3

(14)



Boston MA

(15)

gtbull bdquobdquo -


iu O

of bullo

01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















p Sb

I 8 8 8

r-o

I gI 1 sect 8 8

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1 lts

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V

1

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si

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on

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a pound

u

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bulla pound

u

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IJ

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a cj

u

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re o o 5J

re c ^^ 5 w igt 53

re o iT igt 5

re C s-^ o u u 53

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re c shyo o u 5

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DATE


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SAMPLE ID 4461B













Figure 2

TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

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(14)



Boston MA

(15)

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3

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O m ^mdash


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V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

ltu

wsectbull

D Q

O

O z ^ O O_J LJJ

Q LJJ a o te LJJ

eg 3

(14)



Boston MA

(15)

gtbull bdquobdquo -


iu O

of bullo

01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

ltu

wsectbull

D Q

O

O z ^ O O_J LJJ

Q LJJ a o te LJJ

eg 3

(14)



Boston MA

(15)

gtbull bdquobdquo -


iu O

of bullo

01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















p Sb

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A 0-3 - A)



barcode 14732


TARGET SHEET


(X) OVERSIZED

() NON-PAPER MEDIA

() OTHER




(i)

^mft^m



Boston MA

(2)



PRECONSTRUCTION

(3)


Boston MA

O ID a CO z O OHI

CO UJ

OO_l

t CO ii-O

(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

ltu

wsectbull

D Q

O

O z ^ O O_J LJJ

Q LJJ a o te LJJ

eg 3

(14)



Boston MA

(15)

gtbull bdquobdquo -


iu O

of bullo

01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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PRECONSTRUCTION

(3)


Boston MA

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Boston MA

(6)


(7)



Boston MA

(8)


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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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PRECONSTRUCTION

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O ID a CO z O OHI

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(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


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01 u I ltO

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3

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V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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O ID a CO z O OHI

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(5)



Boston MA

(6)


(7)



Boston MA

(8)


(9)



Boston MA

(10)


(11)



Boston MA

(12)


0

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Boston MA

(15)

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01 u I ltO

w

o B ltabulls to 10

3

I Q Z

O m ^mdash


oLU uj

V) LUo a o LU

(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


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APPENDIX C



Introduction



















July 17 1996


Dear Jack






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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















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January 15 1996



Dear Jack






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APPENDIX C



Introduction



















July 17 1996


Dear Jack






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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

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APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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(17)



Boston MA

(18)


APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















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APPENDIX B



January 15 1996



Dear Jack






Sincerely


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APPENDIX C



Introduction



















July 17 1996


Dear Jack






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APPENDIX A


PONDED WATER

110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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110795 1638 copy617 890 3883 TMA-WALTHAM ] 002007









Sample Number 04

Sample Description

110195-9Z4-01D 02 110195-924-01B 05 110195-924-01E 03 110195-924-01C

Certified By

110795 1638 copy617 890 3883 TMA-WALTHAM 003007




















VOAJI

OET LIMIT

50 50

10 50 50 50 50 10

5 0 50 5 0 5 0 50 50 50 50 50 50 50 50












110795 1640 Q617 890 3883 TMA-WALTHAM 0005007






















APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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APPENDIX B



January 15 1996



Dear Jack






Sincerely


Enclosure ItorLltr


APPENDIX C



Introduction



















July 17 1996


Dear Jack






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January 15 1996



Dear Jack






Sincerely


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APPENDIX C



Introduction



















July 17 1996


Dear Jack






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APPENDIX C



Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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Introduction



















July 17 1996


Dear Jack






CRErORTTFOmiOO















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July 17 1996


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salem acres superfund site salem, ma ...the truck loading pa d consisted of a crushed stone are sea...

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