89 crawford street leominster, massachusetts 01453 tel: 774.450.7177 fax: 888.835.0617 january 6,...

104
89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617 www.lrt-llc.net January 6, 2021 U.S. Environmental Protection Agency Office of Ecosystem Protection EPA/OEP RGP Applications Coordinator 5 Post Office Square, Suite 100 (OEP06-4) Boston, Massachusetts 02109-3912 Reference: Notice of Intent (NOI) - Remediation General Permit (RGP) 1600 Osgood Street North Andover, Massachusetts Dear Sir/Madam: On behalf of JDC Demolition Company Inc. (JDC Demo), Lockwood Remediation Technologies, LLC (LRT) has prepared this Notice of Intent (NOI) requesting a determination of coverage under the United States Environmental Protection Agency’s (EPA’s) Remediation General Permit (RGP), pursuant EPA’s National Pollutant Discharge Elimination System (NPDES) program. This NOI was prepared in accordance with the general requirements of the NPDES RGP and related guidance documentation provided by EPA. The completed NOI Form is provided in Appendix A. Site Information This NOI has been prepared for the management groundwater that will be generated during dewatering activities associated with site demolition of exiting below grade foundations located at 1600 Osgood Street North Andover, Massachusetts (the Site). This work will commence in the Spring 2021 and is anticipated to be completed within twelve months. A Locus Plan is provided as Figure 1 and various Site Plans satisfying the requirements of RGP Appendix IV Part I.B and I.D are provided as Figures 2A, 2B and 2C. Work Summary The work includes the demolition of multiple buildings at the Site. Two buildings, Buildings 40 and 50, include deep below grade foundation elements. To remove these foundations, dewatering will be required to lower the groundwater table as work is being performed. Deep wells will be strategically placed around the excavation areas and electric submersible pumps will be placed in wells to depress the water table. The water generated during dewatering (Source water) will be pumped to a treatment system prior to discharge to the existing onsite storm drainage system. The drainage system discharges to the Merrimack River. Because of the phased work approach, two separate drainage structures will be utilized for the discharge. The first structure near Building 50 discharges directly to the Merrimack River at Outfall 001 and the second structure near Building 40 discharges to Outfall 002 to an unnamed waterbody which is a

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Page 1: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

January 6 2021

US Environmental Protection Agency Office of Ecosystem Protection EPAOEP RGP Applications Coordinator 5 Post Office Square Suite 100 (OEP06-4) Boston Massachusetts 02109-3912

Reference Notice of Intent (NOI) - Remediation General Permit (RGP) 1600 Osgood Street North Andover Massachusetts

Dear SirMadam

On behalf of JDC Demolition Company Inc (JDC Demo) Lockwood Remediation Technologies LLC (LRT) has prepared this Notice of Intent (NOI) requesting a determination of coverage under the United States Environmental Protection Agencyrsquos (EPArsquos) Remediation General Permit (RGP) pursuant EPArsquos National Pollutant Discharge Elimination System (NPDES) program This NOI was prepared in accordance with the general requirements of the NPDES RGP and related guidance documentation provided by EPA The completed NOI Form is provided in Appendix A

Site Information

This NOI has been prepared for the management groundwater that will be generated during dewatering activities associated with site demolition of exiting below grade foundations located at 1600 Osgood Street North Andover Massachusetts (the Site) This work will commence in the Spring 2021 and is anticipated to be completed within twelve months A Locus Plan is provided as Figure 1 and various Site Plans satisfying the requirements of RGP Appendix IV Part IB and ID are provided as Figures 2A 2B and 2C

Work Summary

The work includes the demolition of multiple buildings at the Site Two buildings Buildings 40 and 50 include deep below grade foundation elements To remove these foundations dewatering will be required to lower the groundwater table as work is being performed Deep wells will be strategically placed around the excavation areas and electric submersible pumps will be placed in wells to depress the water table The water generated during dewatering (Source water) will be pumped to a treatment system prior to discharge to the existing onsite storm drainage system The drainage system discharges to the Merrimack River Because of the phased work approach two separate drainage structures will be utilized for the discharge The first structure near Building 50 discharges directly to the Merrimack River at Outfall 001 and the second structure near Building 40 discharges to Outfall 002 to an unnamed waterbody which is a

Notice of Intent ndash Remediation General Permit Page 2 1600 Osgood Street North Andover MA January 6 2021

tributary of the Merrimack Please note that the dewatering and water treatment for Building 40 and Building 50 will be done at separate times Drawings of the storm water drainage system which depicts the path of water from the catch basins to the two outfalls are provided on Figure 2B and Figure 2C To characterize groundwater from the dewatering areas LRT collected representative groundwater samples from an on-site monitoring well on December 15 2020 The well is located approximately midway between the two dewatering areas and is depicted on Figure 2A A sample of the receiving water (The Merrimack River) was also collected on December 15 2020 The samples were analyzed for various parameters in accordance with the NPDES RGP Activity Category III-G

Discharge and Receiving Surface Water Information

A summary of the analytical results is provided under Section 4 of the NOI Form within Appendix A and copies of the laboratory data reports are provided in Appendix B Concentrations of total suspended solids (TSS) and Metals (Chromium Iron Lead) were detected in groundwater at concentrations above the respective NPDES RGP Effluent Limitations To meet these standards Source water will undergo treatment that includes bag filtration and carbon filtration prior to discharge It is assumed that these metals will be treated through settling and bag filtration however if metals still exceed the applicable effluent limitations ion exchange media vessels will be added to the treatment train Water treatment system details are provided below

Water Treatment System

A water treatment system schematic is provided as Figure 3 Cutsheets of the system components product information and Safety Data Sheets (SDS) are included in Appendix C

Source water will be pumped to a treatment system with a design flow of up to 400 gallons per minute (gpm) the average effluent flow of the system is estimated to be 300 gpm and the maximum flow will not exceed the design flow Source water will enter one 18000-gallon weir tank at the head of the system From the weir tank the water will be pumped to a multi-bag filter skid (with two multi-bag filter housings) and then pass through two carbon vessels plumbed in series Each carbon vessel will contain reactivated liquid-phase carbon Treated water will flow through a flowtotalizer meter prior to discharge into a storm drain that either directly or indirectly discharges to the Merrimack River

If required two ion exchange vessels (one with cation resin and one with anion resin) will be added to the treatment system and installed after the carbon vessels

Consultation with Federal Services

LRT reviewed online electronic data viewers and databases from the Massachusetts Geographical Information System (MassGIS) the Massachusetts Division of Fisheries and Wildlife (MassWildlife Natural Heritage and Endangered Species Program) and the US National Parks Service Natural Historic Places (NPS) Based on this review the Site and the point where the proposed discharge reaches the receiving surface water body are not located within an Area of Critical Environmental Concern (ACEC)

Notice of Intent ndash Remediation General Permit Page 3 1600 Osgood Street North Andover MA January 6 2021

In addition the Site and the proposed discharge point are not located within Habitats of Rare Wetland Wildlife Habitats of Rare Species Estimated Habitats of Rare Wildlife or listed as a National Historic Place Documentation is included in Appendix D

Coverage under NPDES RGP

It is LRTrsquos opinion that the proposed discharge is eligible for coverage under the NPDES RGP On behalf of JDC Demolition Company Inc we are requesting coverage under the NPDES RGP for the discharge of treated wastewater to the Merrimack River in support of construction dewatering activities that are to take place at 1600 Osgood Street

The enclosed NOI form and supporting documents provide the required information about the Site discharge treatment system receiving water and consultation with state and federal agencies For this project JDC Demo is considered the Operator and has operational control over the construction plans and specifications including the ability to make modifications to those plans and specifications

Please feel free to contact us at 774-450-7177 if you have any questions or if you require additional information

Sincerely Lockwood Remediation Technologies LLC

Jacob Jennings John Henry Jacob Jennings Staff Scientist

John Henry PE Senior Project Manager

Encl Figure 1 - Locus Plan Figure 2A ndash General Site Plan Figure 2B ndash Site Plan Building 40 Figure 2C ndash Site Plan Building 50 Figure 3 - Water Treatment System Schematic Appendix A - NOI Form Appendix B - Laboratory Data Appendix C - Water Treatment System Cutsheets Appendix D - Supporting Information

cc Cathy Vakalopoulos ndash Mass DEP Chad Vincent ndash JDC Demolition

Figures

Site

Additional Tank Storage

Notes 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA

Notes

1 Figure is not to scale

Building 40

Building 50

Source

Key Outfalls Sample Location Buildings

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
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                                                                                                          122. Check Box2 Off
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                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
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                                                                                                          130. Check Box10 Off
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                                                                                                          519. Check Box129 Yes
                                                                                                          520. Check Box130 Off
                                                                                                          521. Check Box131 Yes
                                                                                                          522. Check Box133 Off
                                                                                                          523. Check Box134 Yes
                                                                                                          524. Check Box135 Off
                                                                                                          525. Check Box136 Yes
                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
                                                                                                          529. Check Box140 Yes
                                                                                                          530. Check Box141 Off
                                                                                                          531. Check Box142 Off
                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
                                                                                                          548. Text301 1
                                                                                                          549. Text309 6251
                                                                                                          550. Text310 6251
                                                                                                          551. Text318
                                                                                                          552. Text319 510
                                                                                                          553. Text327
                                                                                                          554. Text328 lt510
                                                                                                          555. Text336
                                                                                                          556. Text337 lt510
                                                                                                          557. Text302 1
                                                                                                          558. Text303 1
                                                                                                          559. Text311 6083
                                                                                                          560. Text312 6251
                                                                                                          561. Text320 0092
                                                                                                          562. Text321 034
                                                                                                          563. Text329 lt0092
                                                                                                          564. Text330 lt034
                                                                                                          565. Text338 lt0092
                                                                                                          566. Text339 lt034
                                                                                                          567. Text305 1
                                                                                                          568. Text306 1
                                                                                                          569. Text314 6241
                                                                                                          570. Text315 6241
                                                                                                          571. Text323 105
                                                                                                          572. Text324 0250
                                                                                                          573. Text332 lt105
                                                                                                          574. Text333 lt0250
                                                                                                          575. Text341 lt105
                                                                                                          576. Text342 lt0250
                                                                                                          577. Text345
                                                                                                          578. Text307 1
                                                                                                          579. Text308 1
                                                                                                          580. Text316 6241
                                                                                                          581. Text317 6241
                                                                                                          582. Text325 417
                                                                                                          583. Text326 0140
                                                                                                          584. Text334 lt417
                                                                                                          585. Text335 lt0140
                                                                                                          586. Text343 lt417
                                                                                                          587. Text344 lt0140
                                                                                                          588. Text304 1
                                                                                                          589. Text313 1664
                                                                                                          590. Text322 70
                                                                                                          591. Text331 lt70
                                                                                                          592. Text340 lt70
                                                                                                          593. Text346 1
                                                                                                          594. Text351
                                                                                                          595. Text356
                                                                                                          596. Text361 1
                                                                                                          597. Text366 1
                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
                                                                                                          609. Text354
                                                                                                          610. Text359
                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
                                                                                                          614. Text360
                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 2: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Notice of Intent ndash Remediation General Permit Page 2 1600 Osgood Street North Andover MA January 6 2021

tributary of the Merrimack Please note that the dewatering and water treatment for Building 40 and Building 50 will be done at separate times Drawings of the storm water drainage system which depicts the path of water from the catch basins to the two outfalls are provided on Figure 2B and Figure 2C To characterize groundwater from the dewatering areas LRT collected representative groundwater samples from an on-site monitoring well on December 15 2020 The well is located approximately midway between the two dewatering areas and is depicted on Figure 2A A sample of the receiving water (The Merrimack River) was also collected on December 15 2020 The samples were analyzed for various parameters in accordance with the NPDES RGP Activity Category III-G

Discharge and Receiving Surface Water Information

A summary of the analytical results is provided under Section 4 of the NOI Form within Appendix A and copies of the laboratory data reports are provided in Appendix B Concentrations of total suspended solids (TSS) and Metals (Chromium Iron Lead) were detected in groundwater at concentrations above the respective NPDES RGP Effluent Limitations To meet these standards Source water will undergo treatment that includes bag filtration and carbon filtration prior to discharge It is assumed that these metals will be treated through settling and bag filtration however if metals still exceed the applicable effluent limitations ion exchange media vessels will be added to the treatment train Water treatment system details are provided below

Water Treatment System

A water treatment system schematic is provided as Figure 3 Cutsheets of the system components product information and Safety Data Sheets (SDS) are included in Appendix C

Source water will be pumped to a treatment system with a design flow of up to 400 gallons per minute (gpm) the average effluent flow of the system is estimated to be 300 gpm and the maximum flow will not exceed the design flow Source water will enter one 18000-gallon weir tank at the head of the system From the weir tank the water will be pumped to a multi-bag filter skid (with two multi-bag filter housings) and then pass through two carbon vessels plumbed in series Each carbon vessel will contain reactivated liquid-phase carbon Treated water will flow through a flowtotalizer meter prior to discharge into a storm drain that either directly or indirectly discharges to the Merrimack River

If required two ion exchange vessels (one with cation resin and one with anion resin) will be added to the treatment system and installed after the carbon vessels

Consultation with Federal Services

LRT reviewed online electronic data viewers and databases from the Massachusetts Geographical Information System (MassGIS) the Massachusetts Division of Fisheries and Wildlife (MassWildlife Natural Heritage and Endangered Species Program) and the US National Parks Service Natural Historic Places (NPS) Based on this review the Site and the point where the proposed discharge reaches the receiving surface water body are not located within an Area of Critical Environmental Concern (ACEC)

Notice of Intent ndash Remediation General Permit Page 3 1600 Osgood Street North Andover MA January 6 2021

In addition the Site and the proposed discharge point are not located within Habitats of Rare Wetland Wildlife Habitats of Rare Species Estimated Habitats of Rare Wildlife or listed as a National Historic Place Documentation is included in Appendix D

Coverage under NPDES RGP

It is LRTrsquos opinion that the proposed discharge is eligible for coverage under the NPDES RGP On behalf of JDC Demolition Company Inc we are requesting coverage under the NPDES RGP for the discharge of treated wastewater to the Merrimack River in support of construction dewatering activities that are to take place at 1600 Osgood Street

The enclosed NOI form and supporting documents provide the required information about the Site discharge treatment system receiving water and consultation with state and federal agencies For this project JDC Demo is considered the Operator and has operational control over the construction plans and specifications including the ability to make modifications to those plans and specifications

Please feel free to contact us at 774-450-7177 if you have any questions or if you require additional information

Sincerely Lockwood Remediation Technologies LLC

Jacob Jennings John Henry Jacob Jennings Staff Scientist

John Henry PE Senior Project Manager

Encl Figure 1 - Locus Plan Figure 2A ndash General Site Plan Figure 2B ndash Site Plan Building 40 Figure 2C ndash Site Plan Building 50 Figure 3 - Water Treatment System Schematic Appendix A - NOI Form Appendix B - Laboratory Data Appendix C - Water Treatment System Cutsheets Appendix D - Supporting Information

cc Cathy Vakalopoulos ndash Mass DEP Chad Vincent ndash JDC Demolition

Figures

Site

Additional Tank Storage

Notes 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA

Notes

1 Figure is not to scale

Building 40

Building 50

Source

Key Outfalls Sample Location Buildings

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

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Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
                                                                                                          166. Check Box47 Off
                                                                                                          167. Text14 1
                                                                                                          168. Text16 350
                                                                                                          169. Text17 100
                                                                                                          170. Text18 lt100
                                                                                                          171. Text19 lt100
                                                                                                          172. Text20 300
                                                                                                          173. Text21 1
                                                                                                          174. Text22 1
                                                                                                          175. Text23 1
                                                                                                          176. Text24 1
                                                                                                          177. Text25 1
                                                                                                          178. Text26 1
                                                                                                          179. Text27 1
                                                                                                          180. Text28 1
                                                                                                          181. Text29 1
                                                                                                          182. Text30 1
                                                                                                          183. Text31 1
                                                                                                          184. Text32 1
                                                                                                          185. Text33 1
                                                                                                          186. Text34 1
                                                                                                          187. Text35 1
                                                                                                          188. Text36 1
                                                                                                          189. Text37 4500
                                                                                                          190. Text38 2540
                                                                                                          191. Text39 2008
                                                                                                          192. Text40 2008
                                                                                                          193. Text41 2008
                                                                                                          194. Text42 2008
                                                                                                          195. Text43 3500
                                                                                                          196. Text44 2008
                                                                                                          197. Text45 2007
                                                                                                          198. Text46 2008
                                                                                                          199. Text47 2451
                                                                                                          200. Text48 2008
                                                                                                          201. Text49 2008
                                                                                                          202. Text50 2008
                                                                                                          203. Text51 2008
                                                                                                          204. Text52 4500
                                                                                                          205. Text53 50000
                                                                                                          206. Text54 20
                                                                                                          207. Text55 2500
                                                                                                          208. Text56 10
                                                                                                          209. Text57 080
                                                                                                          210. Text58 020
                                                                                                          211. Text59 32
                                                                                                          212. Text60 4
                                                                                                          213. Text61 10
                                                                                                          214. Text62 50
                                                                                                          215. Text63 050
                                                                                                          216. Text64 01
                                                                                                          217. Text65 50
                                                                                                          218. Text66 50
                                                                                                          219. Text67 02
                                                                                                          220. Text68 10
                                                                                                          221. Text69 1
                                                                                                          222. Text70 400000
                                                                                                          223. Text71 lt20
                                                                                                          224. Text72 14000000
                                                                                                          225. Text73 lt10
                                                                                                          226. Text74 23
                                                                                                          227. Text75 11
                                                                                                          228. Text76 450
                                                                                                          229. Text77 lt4
                                                                                                          230. Text78 150
                                                                                                          231. Text79 100000
                                                                                                          232. Text80 78
                                                                                                          233. Text81 lt01
                                                                                                          234. Text82 270
                                                                                                          235. Text84 lt02
                                                                                                          236. Text85 250
                                                                                                          237. Text86 lt1
                                                                                                          238. Text87 400000
                                                                                                          239. Text88 lt20
                                                                                                          240. Text89 14000000
                                                                                                          241. Text90 lt10
                                                                                                          242. Text91 23
                                                                                                          243. Text92 11
                                                                                                          244. Text93 450
                                                                                                          245. Text94 lt4
                                                                                                          246. Text95 150
                                                                                                          247. Text96 100000
                                                                                                          248. Text97 78
                                                                                                          249. Text98 lt01
                                                                                                          250. Text99 270
                                                                                                          251. Text100 17
                                                                                                          252. Text101 lt02
                                                                                                          253. Text102 250
                                                                                                          254. Text103 lt1
                                                                                                          255. Text104 11
                                                                                                          256. Text106
                                                                                                          257. Text107 10
                                                                                                          258. Text108
                                                                                                          259. Text109
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                                                                                                          261. Text111 54
                                                                                                          262. Text112 1000
                                                                                                          263. Text113 086
                                                                                                          264. Text114
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                                                                                                          270. Text121 1
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                                                                                                          275. Text126 6241
                                                                                                          276. Text127 6241
                                                                                                          277. Text128 6241
                                                                                                          278. Text129 6241
                                                                                                          279. Text130 6251
                                                                                                          280. Text131
                                                                                                          281. Text132 0180
                                                                                                          282. Text133 225
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                                                                                                          290. Text142 lt0180
                                                                                                          291. Text143 lt225
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                                                                                                          293. Text120 lt102
                                                                                                          294. Text158
                                                                                                          295. Text83 17
                                                                                                          296. Text137 lt0180
                                                                                                          297. Check Box48 Yes
                                                                                                          298. Check Box49 Yes
                                                                                                          299. Check Box50 Yes
                                                                                                          300. Check Box51 Yes
                                                                                                          301. Check Box52 Off
                                                                                                          302. Check Box53 Off
                                                                                                          303. Check Box54 Off
                                                                                                          304. Check Box55 Off
                                                                                                          305. Check Box56 Off
                                                                                                          306. Check Box57 Off
                                                                                                          307. Check Box58 Yes
                                                                                                          308. Check Box59 Yes
                                                                                                          309. Check Box60 Yes
                                                                                                          310. Check Box61 Yes
                                                                                                          311. Check Box62 Yes
                                                                                                          312. Check Box63 Yes
                                                                                                          313. Check Box64 Yes
                                                                                                          314. Check Box65 Yes
                                                                                                          315. Check Box66 Off
                                                                                                          316. Check Box67 Yes
                                                                                                          317. Check Box68 Yes
                                                                                                          318. Check Box69 Off
                                                                                                          319. Check Box70 Off
                                                                                                          320. Check Box71 Off
                                                                                                          321. Check Box72 Off
                                                                                                          322. Check Box73 Off
                                                                                                          323. Check Box74 Off
                                                                                                          324. Check Box75 Off
                                                                                                          325. Check Box76 Off
                                                                                                          326. Check Box77 Yes
                                                                                                          327. Check Box78 Off
                                                                                                          328. Check Box79 Off
                                                                                                          329. Check Box82 Yes
                                                                                                          330. Check Box83 Yes
                                                                                                          331. Check Box84 Yes
                                                                                                          332. Check Box85 Yes
                                                                                                          333. Check Box86 Yes
                                                                                                          334. Check Box87 Yes
                                                                                                          335. Check Box88 Yes
                                                                                                          336. Check Box89 Yes
                                                                                                          337. Check Box90 Yes
                                                                                                          338. Check Box91 Yes
                                                                                                          339. Check Box92 Off
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                                                                                                          490. Check Box80 Yes
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                                                                                                          509. Check Box119 Yes
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                                                                                                          530. Check Box141 Off
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                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
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                                                                                                          549. Text309 6251
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                                                                                                          598. Text347 2007
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                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
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                                                                                                          604. Text353
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                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
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                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
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                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
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                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 3: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Notice of Intent ndash Remediation General Permit Page 3 1600 Osgood Street North Andover MA January 6 2021

In addition the Site and the proposed discharge point are not located within Habitats of Rare Wetland Wildlife Habitats of Rare Species Estimated Habitats of Rare Wildlife or listed as a National Historic Place Documentation is included in Appendix D

Coverage under NPDES RGP

It is LRTrsquos opinion that the proposed discharge is eligible for coverage under the NPDES RGP On behalf of JDC Demolition Company Inc we are requesting coverage under the NPDES RGP for the discharge of treated wastewater to the Merrimack River in support of construction dewatering activities that are to take place at 1600 Osgood Street

The enclosed NOI form and supporting documents provide the required information about the Site discharge treatment system receiving water and consultation with state and federal agencies For this project JDC Demo is considered the Operator and has operational control over the construction plans and specifications including the ability to make modifications to those plans and specifications

Please feel free to contact us at 774-450-7177 if you have any questions or if you require additional information

Sincerely Lockwood Remediation Technologies LLC

Jacob Jennings John Henry Jacob Jennings Staff Scientist

John Henry PE Senior Project Manager

Encl Figure 1 - Locus Plan Figure 2A ndash General Site Plan Figure 2B ndash Site Plan Building 40 Figure 2C ndash Site Plan Building 50 Figure 3 - Water Treatment System Schematic Appendix A - NOI Form Appendix B - Laboratory Data Appendix C - Water Treatment System Cutsheets Appendix D - Supporting Information

cc Cathy Vakalopoulos ndash Mass DEP Chad Vincent ndash JDC Demolition

Figures

Site

Additional Tank Storage

Notes 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA

Notes

1 Figure is not to scale

Building 40

Building 50

Source

Key Outfalls Sample Location Buildings

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
                                                                                                          166. Check Box47 Off
                                                                                                          167. Text14 1
                                                                                                          168. Text16 350
                                                                                                          169. Text17 100
                                                                                                          170. Text18 lt100
                                                                                                          171. Text19 lt100
                                                                                                          172. Text20 300
                                                                                                          173. Text21 1
                                                                                                          174. Text22 1
                                                                                                          175. Text23 1
                                                                                                          176. Text24 1
                                                                                                          177. Text25 1
                                                                                                          178. Text26 1
                                                                                                          179. Text27 1
                                                                                                          180. Text28 1
                                                                                                          181. Text29 1
                                                                                                          182. Text30 1
                                                                                                          183. Text31 1
                                                                                                          184. Text32 1
                                                                                                          185. Text33 1
                                                                                                          186. Text34 1
                                                                                                          187. Text35 1
                                                                                                          188. Text36 1
                                                                                                          189. Text37 4500
                                                                                                          190. Text38 2540
                                                                                                          191. Text39 2008
                                                                                                          192. Text40 2008
                                                                                                          193. Text41 2008
                                                                                                          194. Text42 2008
                                                                                                          195. Text43 3500
                                                                                                          196. Text44 2008
                                                                                                          197. Text45 2007
                                                                                                          198. Text46 2008
                                                                                                          199. Text47 2451
                                                                                                          200. Text48 2008
                                                                                                          201. Text49 2008
                                                                                                          202. Text50 2008
                                                                                                          203. Text51 2008
                                                                                                          204. Text52 4500
                                                                                                          205. Text53 50000
                                                                                                          206. Text54 20
                                                                                                          207. Text55 2500
                                                                                                          208. Text56 10
                                                                                                          209. Text57 080
                                                                                                          210. Text58 020
                                                                                                          211. Text59 32
                                                                                                          212. Text60 4
                                                                                                          213. Text61 10
                                                                                                          214. Text62 50
                                                                                                          215. Text63 050
                                                                                                          216. Text64 01
                                                                                                          217. Text65 50
                                                                                                          218. Text66 50
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                                                                                                          496. Check Box106 Yes
                                                                                                          497. Check Box107 Yes
                                                                                                          498. Check Box108 Yes
                                                                                                          499. Check Box109 Yes
                                                                                                          500. Check Box110 Off
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                                                                                                          505. Check Box115 Off
                                                                                                          506. Check Box116 Off
                                                                                                          507. Check Box117 Off
                                                                                                          508. Check Box118 Off
                                                                                                          509. Check Box119 Yes
                                                                                                          510. Check Box120 Off
                                                                                                          511. Check Box121 Off
                                                                                                          512. Check Box122 Off
                                                                                                          513. Check Box123 Off
                                                                                                          514. Check Box124 Off
                                                                                                          515. Check Box125 Yes
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                                                                                                          517. Check Box127 Yes
                                                                                                          518. Check Box128 Off
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                                                                                                          520. Check Box130 Off
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                                                                                                          524. Check Box135 Off
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                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
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                                                                                                          530. Check Box141 Off
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                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
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                                                                                                          549. Text309 6251
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                                                                                                          598. Text347 2007
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                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 4: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Figures

Site

Additional Tank Storage

Notes 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA

Notes

1 Figure is not to scale

Building 40

Building 50

Source

Key Outfalls Sample Location Buildings

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
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                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 5: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Site

Additional Tank Storage

Notes 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA

Notes

1 Figure is not to scale

Building 40

Building 50

Source

Key Outfalls Sample Location Buildings

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
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                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
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                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
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                                                                                                          339. Check Box92 Off
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                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 6: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Notes

1 Figure is not to scale

Building 40

Building 50

Source

Key Outfalls Sample Location Buildings

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
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                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
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                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
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                                                                                                          162. Check Box43 Yes
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                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
                                                                                                          609. Text354
                                                                                                          610. Text359
                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
                                                                                                          614. Text360
                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 7: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Notes

Key Outfall 002 Drain Line Discharge Location(s)

Source

Building 40

Water Treatment system 1 Figure is not to scale

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
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                                                                                                          122. Check Box2 Off
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                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
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                                                                                                          130. Check Box10 Off
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                                                                                                          519. Check Box129 Yes
                                                                                                          520. Check Box130 Off
                                                                                                          521. Check Box131 Yes
                                                                                                          522. Check Box133 Off
                                                                                                          523. Check Box134 Yes
                                                                                                          524. Check Box135 Off
                                                                                                          525. Check Box136 Yes
                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
                                                                                                          529. Check Box140 Yes
                                                                                                          530. Check Box141 Off
                                                                                                          531. Check Box142 Off
                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
                                                                                                          548. Text301 1
                                                                                                          549. Text309 6251
                                                                                                          550. Text310 6251
                                                                                                          551. Text318
                                                                                                          552. Text319 510
                                                                                                          553. Text327
                                                                                                          554. Text328 lt510
                                                                                                          555. Text336
                                                                                                          556. Text337 lt510
                                                                                                          557. Text302 1
                                                                                                          558. Text303 1
                                                                                                          559. Text311 6083
                                                                                                          560. Text312 6251
                                                                                                          561. Text320 0092
                                                                                                          562. Text321 034
                                                                                                          563. Text329 lt0092
                                                                                                          564. Text330 lt034
                                                                                                          565. Text338 lt0092
                                                                                                          566. Text339 lt034
                                                                                                          567. Text305 1
                                                                                                          568. Text306 1
                                                                                                          569. Text314 6241
                                                                                                          570. Text315 6241
                                                                                                          571. Text323 105
                                                                                                          572. Text324 0250
                                                                                                          573. Text332 lt105
                                                                                                          574. Text333 lt0250
                                                                                                          575. Text341 lt105
                                                                                                          576. Text342 lt0250
                                                                                                          577. Text345
                                                                                                          578. Text307 1
                                                                                                          579. Text308 1
                                                                                                          580. Text316 6241
                                                                                                          581. Text317 6241
                                                                                                          582. Text325 417
                                                                                                          583. Text326 0140
                                                                                                          584. Text334 lt417
                                                                                                          585. Text335 lt0140
                                                                                                          586. Text343 lt417
                                                                                                          587. Text344 lt0140
                                                                                                          588. Text304 1
                                                                                                          589. Text313 1664
                                                                                                          590. Text322 70
                                                                                                          591. Text331 lt70
                                                                                                          592. Text340 lt70
                                                                                                          593. Text346 1
                                                                                                          594. Text351
                                                                                                          595. Text356
                                                                                                          596. Text361 1
                                                                                                          597. Text366 1
                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
                                                                                                          609. Text354
                                                                                                          610. Text359
                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
                                                                                                          614. Text360
                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 8: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Building 50

Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
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                                                                                                          148. Check Box29 Yes
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                                                                                                          150. Check Box31 Yes
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                                                                                                          156. Check Box37 Yes
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                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
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                                                                                                          166. Check Box47 Off
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                                                                                                          297. Check Box48 Yes
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                                                                                                          300. Check Box51 Yes
                                                                                                          301. Check Box52 Off
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                                                                                                          307. Check Box58 Yes
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                                                                                                          436. Text242 6251
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                                                                                                          442. Text248 102
                                                                                                          443. Text253
                                                                                                          444. Text258 0016
                                                                                                          445. Text263 0012
                                                                                                          446. Text244 lt190
                                                                                                          447. Text249 lt102
                                                                                                          448. Text254 lt10
                                                                                                          449. Text264 lt0012
                                                                                                          450. Text245 lt190
                                                                                                          451. Text250 lt102
                                                                                                          452. Text255 lt10
                                                                                                          453. Text260 lt0016
                                                                                                          454. Text265 lt0012
                                                                                                          455. Text259 lt0016
                                                                                                          456. Text266 1
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                                                                                                          461. Text267 6251
                                                                                                          462. Text272 6251
                                                                                                          463. Text278 6251
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                                                                                                          465. Text287 6251
                                                                                                          466. Text268 0015
                                                                                                          467. Text273 0012
                                                                                                          468. Text277 0015
                                                                                                          469. Text283 0017
                                                                                                          470. Text288 0018
                                                                                                          471. Text269 lt0015
                                                                                                          472. Text274 lt0012
                                                                                                          473. Text279 lt0015
                                                                                                          474. Text289 lt0018
                                                                                                          475. Text270 lt0015
                                                                                                          476. Text275 lt0012
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                                                                                                          479. Text290 lt0018
                                                                                                          480. Text284 lt0017
                                                                                                          481. Text291
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                                                                                                          484. Text294
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                                                                                                          488. Text298
                                                                                                          489. Text299
                                                                                                          490. Check Box80 Yes
                                                                                                          491. Check Box81 Off
                                                                                                          492. Check Box102 Yes
                                                                                                          493. Check Box103 Yes
                                                                                                          494. Check Box104 Yes
                                                                                                          495. Check Box105 Yes
                                                                                                          496. Check Box106 Yes
                                                                                                          497. Check Box107 Yes
                                                                                                          498. Check Box108 Yes
                                                                                                          499. Check Box109 Yes
                                                                                                          500. Check Box110 Off
                                                                                                          501. Check Box111 Off
                                                                                                          502. Check Box112 Off
                                                                                                          503. Check Box113 Off
                                                                                                          504. Check Box114 Off
                                                                                                          505. Check Box115 Off
                                                                                                          506. Check Box116 Off
                                                                                                          507. Check Box117 Off
                                                                                                          508. Check Box118 Off
                                                                                                          509. Check Box119 Yes
                                                                                                          510. Check Box120 Off
                                                                                                          511. Check Box121 Off
                                                                                                          512. Check Box122 Off
                                                                                                          513. Check Box123 Off
                                                                                                          514. Check Box124 Off
                                                                                                          515. Check Box125 Yes
                                                                                                          516. Check Box126 Off
                                                                                                          517. Check Box127 Yes
                                                                                                          518. Check Box128 Off
                                                                                                          519. Check Box129 Yes
                                                                                                          520. Check Box130 Off
                                                                                                          521. Check Box131 Yes
                                                                                                          522. Check Box133 Off
                                                                                                          523. Check Box134 Yes
                                                                                                          524. Check Box135 Off
                                                                                                          525. Check Box136 Yes
                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
                                                                                                          529. Check Box140 Yes
                                                                                                          530. Check Box141 Off
                                                                                                          531. Check Box142 Off
                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
                                                                                                          548. Text301 1
                                                                                                          549. Text309 6251
                                                                                                          550. Text310 6251
                                                                                                          551. Text318
                                                                                                          552. Text319 510
                                                                                                          553. Text327
                                                                                                          554. Text328 lt510
                                                                                                          555. Text336
                                                                                                          556. Text337 lt510
                                                                                                          557. Text302 1
                                                                                                          558. Text303 1
                                                                                                          559. Text311 6083
                                                                                                          560. Text312 6251
                                                                                                          561. Text320 0092
                                                                                                          562. Text321 034
                                                                                                          563. Text329 lt0092
                                                                                                          564. Text330 lt034
                                                                                                          565. Text338 lt0092
                                                                                                          566. Text339 lt034
                                                                                                          567. Text305 1
                                                                                                          568. Text306 1
                                                                                                          569. Text314 6241
                                                                                                          570. Text315 6241
                                                                                                          571. Text323 105
                                                                                                          572. Text324 0250
                                                                                                          573. Text332 lt105
                                                                                                          574. Text333 lt0250
                                                                                                          575. Text341 lt105
                                                                                                          576. Text342 lt0250
                                                                                                          577. Text345
                                                                                                          578. Text307 1
                                                                                                          579. Text308 1
                                                                                                          580. Text316 6241
                                                                                                          581. Text317 6241
                                                                                                          582. Text325 417
                                                                                                          583. Text326 0140
                                                                                                          584. Text334 lt417
                                                                                                          585. Text335 lt0140
                                                                                                          586. Text343 lt417
                                                                                                          587. Text344 lt0140
                                                                                                          588. Text304 1
                                                                                                          589. Text313 1664
                                                                                                          590. Text322 70
                                                                                                          591. Text331 lt70
                                                                                                          592. Text340 lt70
                                                                                                          593. Text346 1
                                                                                                          594. Text351
                                                                                                          595. Text356
                                                                                                          596. Text361 1
                                                                                                          597. Text366 1
                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
                                                                                                          609. Text354
                                                                                                          610. Text359
                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
                                                                                                          614. Text360
                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 9: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Influent

Bag Filtration

P P

P P

18000 Gallon Weir Tank Centrifugal

Pump Skid

Submersible Pump w

Float

P

P

Liquid Phase Reactivated

Carbon Vessels

P

P

P

PEffluent

Discharge

Flow Meter

Totalizer

P

P

Caton Exchange

Media Vessel

Anion Exchange

Media Vessel

Key

PipingHose

Sample Port

Ball Valve

Butterfly Valve

Pressure Gauge

Check Valve

PNotes

1) Figure is not to scale

2) System rated for 400 GPM Gate Valve

Contingency

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Office 774-450-7177

Water Treatment System Schematic 1600 Osgood Street

North Andover MA

PR

OJE

CT

No

2-2

137

FIG

UR

E N

o

5

DESIGNED BY LRT DRAWN BY JHJ

CHECKED BY DATE

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

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paul
Text Box

Appendix D

Supporting Information

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13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
                                                                                                          166. Check Box47 Off
                                                                                                          167. Text14 1
                                                                                                          168. Text16 350
                                                                                                          169. Text17 100
                                                                                                          170. Text18 lt100
                                                                                                          171. Text19 lt100
                                                                                                          172. Text20 300
                                                                                                          173. Text21 1
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                                                                                                          189. Text37 4500
                                                                                                          190. Text38 2540
                                                                                                          191. Text39 2008
                                                                                                          192. Text40 2008
                                                                                                          193. Text41 2008
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                                                                                                          195. Text43 3500
                                                                                                          196. Text44 2008
                                                                                                          197. Text45 2007
                                                                                                          198. Text46 2008
                                                                                                          199. Text47 2451
                                                                                                          200. Text48 2008
                                                                                                          201. Text49 2008
                                                                                                          202. Text50 2008
                                                                                                          203. Text51 2008
                                                                                                          204. Text52 4500
                                                                                                          205. Text53 50000
                                                                                                          206. Text54 20
                                                                                                          207. Text55 2500
                                                                                                          208. Text56 10
                                                                                                          209. Text57 080
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                                                                                                          211. Text59 32
                                                                                                          212. Text60 4
                                                                                                          213. Text61 10
                                                                                                          214. Text62 50
                                                                                                          215. Text63 050
                                                                                                          216. Text64 01
                                                                                                          217. Text65 50
                                                                                                          218. Text66 50
                                                                                                          219. Text67 02
                                                                                                          220. Text68 10
                                                                                                          221. Text69 1
                                                                                                          222. Text70 400000
                                                                                                          223. Text71 lt20
                                                                                                          224. Text72 14000000
                                                                                                          225. Text73 lt10
                                                                                                          226. Text74 23
                                                                                                          227. Text75 11
                                                                                                          228. Text76 450
                                                                                                          229. Text77 lt4
                                                                                                          230. Text78 150
                                                                                                          231. Text79 100000
                                                                                                          232. Text80 78
                                                                                                          233. Text81 lt01
                                                                                                          234. Text82 270
                                                                                                          235. Text84 lt02
                                                                                                          236. Text85 250
                                                                                                          237. Text86 lt1
                                                                                                          238. Text87 400000
                                                                                                          239. Text88 lt20
                                                                                                          240. Text89 14000000
                                                                                                          241. Text90 lt10
                                                                                                          242. Text91 23
                                                                                                          243. Text92 11
                                                                                                          244. Text93 450
                                                                                                          245. Text94 lt4
                                                                                                          246. Text95 150
                                                                                                          247. Text96 100000
                                                                                                          248. Text97 78
                                                                                                          249. Text98 lt01
                                                                                                          250. Text99 270
                                                                                                          251. Text100 17
                                                                                                          252. Text101 lt02
                                                                                                          253. Text102 250
                                                                                                          254. Text103 lt1
                                                                                                          255. Text104 11
                                                                                                          256. Text106
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                                                                                                          261. Text111 54
                                                                                                          262. Text112 1000
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                                                                                                          270. Text121 1
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                                                                                                          275. Text126 6241
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                                                                                                          296. Text137 lt0180
                                                                                                          297. Check Box48 Yes
                                                                                                          298. Check Box49 Yes
                                                                                                          299. Check Box50 Yes
                                                                                                          300. Check Box51 Yes
                                                                                                          301. Check Box52 Off
                                                                                                          302. Check Box53 Off
                                                                                                          303. Check Box54 Off
                                                                                                          304. Check Box55 Off
                                                                                                          305. Check Box56 Off
                                                                                                          306. Check Box57 Off
                                                                                                          307. Check Box58 Yes
                                                                                                          308. Check Box59 Yes
                                                                                                          309. Check Box60 Yes
                                                                                                          310. Check Box61 Yes
                                                                                                          311. Check Box62 Yes
                                                                                                          312. Check Box63 Yes
                                                                                                          313. Check Box64 Yes
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                                                                                                          315. Check Box66 Off
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                                                                                                          317. Check Box68 Yes
                                                                                                          318. Check Box69 Off
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                                                                                                          326. Check Box77 Yes
                                                                                                          327. Check Box78 Off
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                                                                                                          329. Check Box82 Yes
                                                                                                          330. Check Box83 Yes
                                                                                                          331. Check Box84 Yes
                                                                                                          332. Check Box85 Yes
                                                                                                          333. Check Box86 Yes
                                                                                                          334. Check Box87 Yes
                                                                                                          335. Check Box88 Yes
                                                                                                          336. Check Box89 Yes
                                                                                                          337. Check Box90 Yes
                                                                                                          338. Check Box91 Yes
                                                                                                          339. Check Box92 Off
                                                                                                          340. Check Box93 Off
                                                                                                          341. Check Box94 Off
                                                                                                          342. Check Box95 Off
                                                                                                          343. Check Box96 Off
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                                                                                                          349. Text159 1
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                                                                                                          366. Text202 5041
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                                                                                                          369. Text173 0120
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                                                                                                          374. Text198 0320
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                                                                                                          415. Text209 lt0340
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                                                                                                          490. Check Box80 Yes
                                                                                                          491. Check Box81 Off
                                                                                                          492. Check Box102 Yes
                                                                                                          493. Check Box103 Yes
                                                                                                          494. Check Box104 Yes
                                                                                                          495. Check Box105 Yes
                                                                                                          496. Check Box106 Yes
                                                                                                          497. Check Box107 Yes
                                                                                                          498. Check Box108 Yes
                                                                                                          499. Check Box109 Yes
                                                                                                          500. Check Box110 Off
                                                                                                          501. Check Box111 Off
                                                                                                          502. Check Box112 Off
                                                                                                          503. Check Box113 Off
                                                                                                          504. Check Box114 Off
                                                                                                          505. Check Box115 Off
                                                                                                          506. Check Box116 Off
                                                                                                          507. Check Box117 Off
                                                                                                          508. Check Box118 Off
                                                                                                          509. Check Box119 Yes
                                                                                                          510. Check Box120 Off
                                                                                                          511. Check Box121 Off
                                                                                                          512. Check Box122 Off
                                                                                                          513. Check Box123 Off
                                                                                                          514. Check Box124 Off
                                                                                                          515. Check Box125 Yes
                                                                                                          516. Check Box126 Off
                                                                                                          517. Check Box127 Yes
                                                                                                          518. Check Box128 Off
                                                                                                          519. Check Box129 Yes
                                                                                                          520. Check Box130 Off
                                                                                                          521. Check Box131 Yes
                                                                                                          522. Check Box133 Off
                                                                                                          523. Check Box134 Yes
                                                                                                          524. Check Box135 Off
                                                                                                          525. Check Box136 Yes
                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
                                                                                                          529. Check Box140 Yes
                                                                                                          530. Check Box141 Off
                                                                                                          531. Check Box142 Off
                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
                                                                                                          548. Text301 1
                                                                                                          549. Text309 6251
                                                                                                          550. Text310 6251
                                                                                                          551. Text318
                                                                                                          552. Text319 510
                                                                                                          553. Text327
                                                                                                          554. Text328 lt510
                                                                                                          555. Text336
                                                                                                          556. Text337 lt510
                                                                                                          557. Text302 1
                                                                                                          558. Text303 1
                                                                                                          559. Text311 6083
                                                                                                          560. Text312 6251
                                                                                                          561. Text320 0092
                                                                                                          562. Text321 034
                                                                                                          563. Text329 lt0092
                                                                                                          564. Text330 lt034
                                                                                                          565. Text338 lt0092
                                                                                                          566. Text339 lt034
                                                                                                          567. Text305 1
                                                                                                          568. Text306 1
                                                                                                          569. Text314 6241
                                                                                                          570. Text315 6241
                                                                                                          571. Text323 105
                                                                                                          572. Text324 0250
                                                                                                          573. Text332 lt105
                                                                                                          574. Text333 lt0250
                                                                                                          575. Text341 lt105
                                                                                                          576. Text342 lt0250
                                                                                                          577. Text345
                                                                                                          578. Text307 1
                                                                                                          579. Text308 1
                                                                                                          580. Text316 6241
                                                                                                          581. Text317 6241
                                                                                                          582. Text325 417
                                                                                                          583. Text326 0140
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                                                                                                          586. Text343 lt417
                                                                                                          587. Text344 lt0140
                                                                                                          588. Text304 1
                                                                                                          589. Text313 1664
                                                                                                          590. Text322 70
                                                                                                          591. Text331 lt70
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                                                                                                          594. Text351
                                                                                                          595. Text356
                                                                                                          596. Text361 1
                                                                                                          597. Text366 1
                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
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                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
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                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 10: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

Appendix A

NOI Form

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
                                                                                                          166. Check Box47 Off
                                                                                                          167. Text14 1
                                                                                                          168. Text16 350
                                                                                                          169. Text17 100
                                                                                                          170. Text18 lt100
                                                                                                          171. Text19 lt100
                                                                                                          172. Text20 300
                                                                                                          173. Text21 1
                                                                                                          174. Text22 1
                                                                                                          175. Text23 1
                                                                                                          176. Text24 1
                                                                                                          177. Text25 1
                                                                                                          178. Text26 1
                                                                                                          179. Text27 1
                                                                                                          180. Text28 1
                                                                                                          181. Text29 1
                                                                                                          182. Text30 1
                                                                                                          183. Text31 1
                                                                                                          184. Text32 1
                                                                                                          185. Text33 1
                                                                                                          186. Text34 1
                                                                                                          187. Text35 1
                                                                                                          188. Text36 1
                                                                                                          189. Text37 4500
                                                                                                          190. Text38 2540
                                                                                                          191. Text39 2008
                                                                                                          192. Text40 2008
                                                                                                          193. Text41 2008
                                                                                                          194. Text42 2008
                                                                                                          195. Text43 3500
                                                                                                          196. Text44 2008
                                                                                                          197. Text45 2007
                                                                                                          198. Text46 2008
                                                                                                          199. Text47 2451
                                                                                                          200. Text48 2008
                                                                                                          201. Text49 2008
                                                                                                          202. Text50 2008
                                                                                                          203. Text51 2008
                                                                                                          204. Text52 4500
                                                                                                          205. Text53 50000
                                                                                                          206. Text54 20
                                                                                                          207. Text55 2500
                                                                                                          208. Text56 10
                                                                                                          209. Text57 080
                                                                                                          210. Text58 020
                                                                                                          211. Text59 32
                                                                                                          212. Text60 4
                                                                                                          213. Text61 10
                                                                                                          214. Text62 50
                                                                                                          215. Text63 050
                                                                                                          216. Text64 01
                                                                                                          217. Text65 50
                                                                                                          218. Text66 50
                                                                                                          219. Text67 02
                                                                                                          220. Text68 10
                                                                                                          221. Text69 1
                                                                                                          222. Text70 400000
                                                                                                          223. Text71 lt20
                                                                                                          224. Text72 14000000
                                                                                                          225. Text73 lt10
                                                                                                          226. Text74 23
                                                                                                          227. Text75 11
                                                                                                          228. Text76 450
                                                                                                          229. Text77 lt4
                                                                                                          230. Text78 150
                                                                                                          231. Text79 100000
                                                                                                          232. Text80 78
                                                                                                          233. Text81 lt01
                                                                                                          234. Text82 270
                                                                                                          235. Text84 lt02
                                                                                                          236. Text85 250
                                                                                                          237. Text86 lt1
                                                                                                          238. Text87 400000
                                                                                                          239. Text88 lt20
                                                                                                          240. Text89 14000000
                                                                                                          241. Text90 lt10
                                                                                                          242. Text91 23
                                                                                                          243. Text92 11
                                                                                                          244. Text93 450
                                                                                                          245. Text94 lt4
                                                                                                          246. Text95 150
                                                                                                          247. Text96 100000
                                                                                                          248. Text97 78
                                                                                                          249. Text98 lt01
                                                                                                          250. Text99 270
                                                                                                          251. Text100 17
                                                                                                          252. Text101 lt02
                                                                                                          253. Text102 250
                                                                                                          254. Text103 lt1
                                                                                                          255. Text104 11
                                                                                                          256. Text106
                                                                                                          257. Text107 10
                                                                                                          258. Text108
                                                                                                          259. Text109
                                                                                                          260. Text110
                                                                                                          261. Text111 54
                                                                                                          262. Text112 1000
                                                                                                          263. Text113 086
                                                                                                          264. Text114
                                                                                                          265. Text115
                                                                                                          266. Text116
                                                                                                          267. Text117
                                                                                                          268. Text118
                                                                                                          269. Text119
                                                                                                          270. Text121 1
                                                                                                          271. Text122 1
                                                                                                          272. Text123 1
                                                                                                          273. Text124 1
                                                                                                          274. Text125 1
                                                                                                          275. Text126 6241
                                                                                                          276. Text127 6241
                                                                                                          277. Text128 6241
                                                                                                          278. Text129 6241
                                                                                                          279. Text130 6251
                                                                                                          280. Text131
                                                                                                          281. Text132 0180
                                                                                                          282. Text133 225
                                                                                                          283. Text134 379
                                                                                                          284. Text135 102
                                                                                                          285. Text136 144
                                                                                                          286. Text138 lt225
                                                                                                          287. Text139 lt379
                                                                                                          288. Text140 lt102
                                                                                                          289. Text141 144
                                                                                                          290. Text142 lt0180
                                                                                                          291. Text143 lt225
                                                                                                          292. Text144 lt379
                                                                                                          293. Text120 lt102
                                                                                                          294. Text158
                                                                                                          295. Text83 17
                                                                                                          296. Text137 lt0180
                                                                                                          297. Check Box48 Yes
                                                                                                          298. Check Box49 Yes
                                                                                                          299. Check Box50 Yes
                                                                                                          300. Check Box51 Yes
                                                                                                          301. Check Box52 Off
                                                                                                          302. Check Box53 Off
                                                                                                          303. Check Box54 Off
                                                                                                          304. Check Box55 Off
                                                                                                          305. Check Box56 Off
                                                                                                          306. Check Box57 Off
                                                                                                          307. Check Box58 Yes
                                                                                                          308. Check Box59 Yes
                                                                                                          309. Check Box60 Yes
                                                                                                          310. Check Box61 Yes
                                                                                                          311. Check Box62 Yes
                                                                                                          312. Check Box63 Yes
                                                                                                          313. Check Box64 Yes
                                                                                                          314. Check Box65 Yes
                                                                                                          315. Check Box66 Off
                                                                                                          316. Check Box67 Yes
                                                                                                          317. Check Box68 Yes
                                                                                                          318. Check Box69 Off
                                                                                                          319. Check Box70 Off
                                                                                                          320. Check Box71 Off
                                                                                                          321. Check Box72 Off
                                                                                                          322. Check Box73 Off
                                                                                                          323. Check Box74 Off
                                                                                                          324. Check Box75 Off
                                                                                                          325. Check Box76 Off
                                                                                                          326. Check Box77 Yes
                                                                                                          327. Check Box78 Off
                                                                                                          328. Check Box79 Off
                                                                                                          329. Check Box82 Yes
                                                                                                          330. Check Box83 Yes
                                                                                                          331. Check Box84 Yes
                                                                                                          332. Check Box85 Yes
                                                                                                          333. Check Box86 Yes
                                                                                                          334. Check Box87 Yes
                                                                                                          335. Check Box88 Yes
                                                                                                          336. Check Box89 Yes
                                                                                                          337. Check Box90 Yes
                                                                                                          338. Check Box91 Yes
                                                                                                          339. Check Box92 Off
                                                                                                          340. Check Box93 Off
                                                                                                          341. Check Box94 Off
                                                                                                          342. Check Box95 Off
                                                                                                          343. Check Box96 Off
                                                                                                          344. Check Box97 Off
                                                                                                          345. Check Box98 Off
                                                                                                          346. Check Box99 Off
                                                                                                          347. Check Box100 Off
                                                                                                          348. Check Box101 Off
                                                                                                          349. Text159 1
                                                                                                          350. Text165 1
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                                                                                                          358. Text161 6241
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                                                                                                          367. Text162 0110
                                                                                                          368. Text167 0160
                                                                                                          369. Text173 0120
                                                                                                          370. Text178 0130
                                                                                                          371. Text183
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                                                                                                          373. Text193 0410
                                                                                                          374. Text198 0320
                                                                                                          375. Text203 0012
                                                                                                          376. Text163 lt0110
                                                                                                          377. Text168 lt0160
                                                                                                          378. Text174 lt0120
                                                                                                          379. Text179 lt0130
                                                                                                          380. Text184
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                                                                                                          383. Text204 lt0012
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                                                                                                          387. Text180 lt0130
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                                                                                                          390. Text195 lt0410
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                                                                                                          392. Text205 lt0012
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                                                                                                          394. Text206 1
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                                                                                                          401. Text207 6241
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                                                                                                          408. Text208 0340
                                                                                                          409. Text213 0200
                                                                                                          410. Text218 0160
                                                                                                          411. Text223 0240
                                                                                                          412. Text228 0180
                                                                                                          413. Text233 0310
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                                                                                                          415. Text209 lt0340
                                                                                                          416. Text214 lt0200
                                                                                                          417. Text219 lt0160
                                                                                                          418. Text224 lt0240
                                                                                                          419. Text229 235
                                                                                                          420. Text239 lt0450
                                                                                                          421. Text210 lt0340
                                                                                                          422. Text215 lt0200
                                                                                                          423. Text220 lt0160
                                                                                                          424. Text225 lt0240
                                                                                                          425. Text230 235
                                                                                                          426. Text235 lt0310
                                                                                                          427. Text240 lt0450
                                                                                                          428. Text234 lt0310
                                                                                                          429. Text160
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                                                                                                          431. Text241 1
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                                                                                                          442. Text248 102
                                                                                                          443. Text253
                                                                                                          444. Text258 0016
                                                                                                          445. Text263 0012
                                                                                                          446. Text244 lt190
                                                                                                          447. Text249 lt102
                                                                                                          448. Text254 lt10
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                                                                                                          450. Text245 lt190
                                                                                                          451. Text250 lt102
                                                                                                          452. Text255 lt10
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                                                                                                          456. Text266 1
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                                                                                                          466. Text268 0015
                                                                                                          467. Text273 0012
                                                                                                          468. Text277 0015
                                                                                                          469. Text283 0017
                                                                                                          470. Text288 0018
                                                                                                          471. Text269 lt0015
                                                                                                          472. Text274 lt0012
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                                                                                                          475. Text270 lt0015
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                                                                                                          489. Text299
                                                                                                          490. Check Box80 Yes
                                                                                                          491. Check Box81 Off
                                                                                                          492. Check Box102 Yes
                                                                                                          493. Check Box103 Yes
                                                                                                          494. Check Box104 Yes
                                                                                                          495. Check Box105 Yes
                                                                                                          496. Check Box106 Yes
                                                                                                          497. Check Box107 Yes
                                                                                                          498. Check Box108 Yes
                                                                                                          499. Check Box109 Yes
                                                                                                          500. Check Box110 Off
                                                                                                          501. Check Box111 Off
                                                                                                          502. Check Box112 Off
                                                                                                          503. Check Box113 Off
                                                                                                          504. Check Box114 Off
                                                                                                          505. Check Box115 Off
                                                                                                          506. Check Box116 Off
                                                                                                          507. Check Box117 Off
                                                                                                          508. Check Box118 Off
                                                                                                          509. Check Box119 Yes
                                                                                                          510. Check Box120 Off
                                                                                                          511. Check Box121 Off
                                                                                                          512. Check Box122 Off
                                                                                                          513. Check Box123 Off
                                                                                                          514. Check Box124 Off
                                                                                                          515. Check Box125 Yes
                                                                                                          516. Check Box126 Off
                                                                                                          517. Check Box127 Yes
                                                                                                          518. Check Box128 Off
                                                                                                          519. Check Box129 Yes
                                                                                                          520. Check Box130 Off
                                                                                                          521. Check Box131 Yes
                                                                                                          522. Check Box133 Off
                                                                                                          523. Check Box134 Yes
                                                                                                          524. Check Box135 Off
                                                                                                          525. Check Box136 Yes
                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
                                                                                                          529. Check Box140 Yes
                                                                                                          530. Check Box141 Off
                                                                                                          531. Check Box142 Off
                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
                                                                                                          548. Text301 1
                                                                                                          549. Text309 6251
                                                                                                          550. Text310 6251
                                                                                                          551. Text318
                                                                                                          552. Text319 510
                                                                                                          553. Text327
                                                                                                          554. Text328 lt510
                                                                                                          555. Text336
                                                                                                          556. Text337 lt510
                                                                                                          557. Text302 1
                                                                                                          558. Text303 1
                                                                                                          559. Text311 6083
                                                                                                          560. Text312 6251
                                                                                                          561. Text320 0092
                                                                                                          562. Text321 034
                                                                                                          563. Text329 lt0092
                                                                                                          564. Text330 lt034
                                                                                                          565. Text338 lt0092
                                                                                                          566. Text339 lt034
                                                                                                          567. Text305 1
                                                                                                          568. Text306 1
                                                                                                          569. Text314 6241
                                                                                                          570. Text315 6241
                                                                                                          571. Text323 105
                                                                                                          572. Text324 0250
                                                                                                          573. Text332 lt105
                                                                                                          574. Text333 lt0250
                                                                                                          575. Text341 lt105
                                                                                                          576. Text342 lt0250
                                                                                                          577. Text345
                                                                                                          578. Text307 1
                                                                                                          579. Text308 1
                                                                                                          580. Text316 6241
                                                                                                          581. Text317 6241
                                                                                                          582. Text325 417
                                                                                                          583. Text326 0140
                                                                                                          584. Text334 lt417
                                                                                                          585. Text335 lt0140
                                                                                                          586. Text343 lt417
                                                                                                          587. Text344 lt0140
                                                                                                          588. Text304 1
                                                                                                          589. Text313 1664
                                                                                                          590. Text322 70
                                                                                                          591. Text331 lt70
                                                                                                          592. Text340 lt70
                                                                                                          593. Text346 1
                                                                                                          594. Text351
                                                                                                          595. Text356
                                                                                                          596. Text361 1
                                                                                                          597. Text366 1
                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
                                                                                                          609. Text354
                                                                                                          610. Text359
                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
                                                                                                          614. Text360
                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 11: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

MAG910000

NHG910000

Appendix IV ndash Part 1 ndash NOI

Page 14 of 24

II Suggested Format for the Remediation General Permit Notice of Intent (NOI)

A General site information

1 Name of site Site address

Street

City State Zip

2 Site owner Contact Person

Telephone Email

Owner is (check one) Federal StateTribal Private

Other if so specify

Mailing address

Street

City State Zip

3 Site operator if different than owner Contact Person

Telephone Email

Mailing address

Street

City State Zip

4 NPDES permit number assigned by EPA

NPDES permit is (check all that apply RGP DGP CGP

MSGP Individual NPDES permit Other if so specify

5 Other regulatory program(s) that apply to the site (check all that apply)

MA Chapter 21e list RTN(s) CERCLA

UIC Program

NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit

CWA Section 404

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
                                                                                                          166. Check Box47 Off
                                                                                                          167. Text14 1
                                                                                                          168. Text16 350
                                                                                                          169. Text17 100
                                                                                                          170. Text18 lt100
                                                                                                          171. Text19 lt100
                                                                                                          172. Text20 300
                                                                                                          173. Text21 1
                                                                                                          174. Text22 1
                                                                                                          175. Text23 1
                                                                                                          176. Text24 1
                                                                                                          177. Text25 1
                                                                                                          178. Text26 1
                                                                                                          179. Text27 1
                                                                                                          180. Text28 1
                                                                                                          181. Text29 1
                                                                                                          182. Text30 1
                                                                                                          183. Text31 1
                                                                                                          184. Text32 1
                                                                                                          185. Text33 1
                                                                                                          186. Text34 1
                                                                                                          187. Text35 1
                                                                                                          188. Text36 1
                                                                                                          189. Text37 4500
                                                                                                          190. Text38 2540
                                                                                                          191. Text39 2008
                                                                                                          192. Text40 2008
                                                                                                          193. Text41 2008
                                                                                                          194. Text42 2008
                                                                                                          195. Text43 3500
                                                                                                          196. Text44 2008
                                                                                                          197. Text45 2007
                                                                                                          198. Text46 2008
                                                                                                          199. Text47 2451
                                                                                                          200. Text48 2008
                                                                                                          201. Text49 2008
                                                                                                          202. Text50 2008
                                                                                                          203. Text51 2008
                                                                                                          204. Text52 4500
                                                                                                          205. Text53 50000
                                                                                                          206. Text54 20
                                                                                                          207. Text55 2500
                                                                                                          208. Text56 10
                                                                                                          209. Text57 080
                                                                                                          210. Text58 020
                                                                                                          211. Text59 32
                                                                                                          212. Text60 4
                                                                                                          213. Text61 10
                                                                                                          214. Text62 50
                                                                                                          215. Text63 050
                                                                                                          216. Text64 01
                                                                                                          217. Text65 50
                                                                                                          218. Text66 50
                                                                                                          219. Text67 02
                                                                                                          220. Text68 10
                                                                                                          221. Text69 1
                                                                                                          222. Text70 400000
                                                                                                          223. Text71 lt20
                                                                                                          224. Text72 14000000
                                                                                                          225. Text73 lt10
                                                                                                          226. Text74 23
                                                                                                          227. Text75 11
                                                                                                          228. Text76 450
                                                                                                          229. Text77 lt4
                                                                                                          230. Text78 150
                                                                                                          231. Text79 100000
                                                                                                          232. Text80 78
                                                                                                          233. Text81 lt01
                                                                                                          234. Text82 270
                                                                                                          235. Text84 lt02
                                                                                                          236. Text85 250
                                                                                                          237. Text86 lt1
                                                                                                          238. Text87 400000
                                                                                                          239. Text88 lt20
                                                                                                          240. Text89 14000000
                                                                                                          241. Text90 lt10
                                                                                                          242. Text91 23
                                                                                                          243. Text92 11
                                                                                                          244. Text93 450
                                                                                                          245. Text94 lt4
                                                                                                          246. Text95 150
                                                                                                          247. Text96 100000
                                                                                                          248. Text97 78
                                                                                                          249. Text98 lt01
                                                                                                          250. Text99 270
                                                                                                          251. Text100 17
                                                                                                          252. Text101 lt02
                                                                                                          253. Text102 250
                                                                                                          254. Text103 lt1
                                                                                                          255. Text104 11
                                                                                                          256. Text106
                                                                                                          257. Text107 10
                                                                                                          258. Text108
                                                                                                          259. Text109
                                                                                                          260. Text110
                                                                                                          261. Text111 54
                                                                                                          262. Text112 1000
                                                                                                          263. Text113 086
                                                                                                          264. Text114
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                                                                                                          266. Text116
                                                                                                          267. Text117
                                                                                                          268. Text118
                                                                                                          269. Text119
                                                                                                          270. Text121 1
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                                                                                                          295. Text83 17
                                                                                                          296. Text137 lt0180
                                                                                                          297. Check Box48 Yes
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                                                                                                          307. Check Box58 Yes
                                                                                                          308. Check Box59 Yes
                                                                                                          309. Check Box60 Yes
                                                                                                          310. Check Box61 Yes
                                                                                                          311. Check Box62 Yes
                                                                                                          312. Check Box63 Yes
                                                                                                          313. Check Box64 Yes
                                                                                                          314. Check Box65 Yes
                                                                                                          315. Check Box66 Off
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                                                                                                          318. Check Box69 Off
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                                                                                                          322. Check Box73 Off
                                                                                                          323. Check Box74 Off
                                                                                                          324. Check Box75 Off
                                                                                                          325. Check Box76 Off
                                                                                                          326. Check Box77 Yes
                                                                                                          327. Check Box78 Off
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                                                                                                          329. Check Box82 Yes
                                                                                                          330. Check Box83 Yes
                                                                                                          331. Check Box84 Yes
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                                                                                                          335. Check Box88 Yes
                                                                                                          336. Check Box89 Yes
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                                                                                                          338. Check Box91 Yes
                                                                                                          339. Check Box92 Off
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                                                                                                          341. Check Box94 Off
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                                                                                                          344. Check Box97 Off
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                                                                                                          348. Check Box101 Off
                                                                                                          349. Text159 1
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                                                                                                          408. Text208 0340
                                                                                                          409. Text213 0200
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                                                                                                          466. Text268 0015
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                                                                                                          490. Check Box80 Yes
                                                                                                          491. Check Box81 Off
                                                                                                          492. Check Box102 Yes
                                                                                                          493. Check Box103 Yes
                                                                                                          494. Check Box104 Yes
                                                                                                          495. Check Box105 Yes
                                                                                                          496. Check Box106 Yes
                                                                                                          497. Check Box107 Yes
                                                                                                          498. Check Box108 Yes
                                                                                                          499. Check Box109 Yes
                                                                                                          500. Check Box110 Off
                                                                                                          501. Check Box111 Off
                                                                                                          502. Check Box112 Off
                                                                                                          503. Check Box113 Off
                                                                                                          504. Check Box114 Off
                                                                                                          505. Check Box115 Off
                                                                                                          506. Check Box116 Off
                                                                                                          507. Check Box117 Off
                                                                                                          508. Check Box118 Off
                                                                                                          509. Check Box119 Yes
                                                                                                          510. Check Box120 Off
                                                                                                          511. Check Box121 Off
                                                                                                          512. Check Box122 Off
                                                                                                          513. Check Box123 Off
                                                                                                          514. Check Box124 Off
                                                                                                          515. Check Box125 Yes
                                                                                                          516. Check Box126 Off
                                                                                                          517. Check Box127 Yes
                                                                                                          518. Check Box128 Off
                                                                                                          519. Check Box129 Yes
                                                                                                          520. Check Box130 Off
                                                                                                          521. Check Box131 Yes
                                                                                                          522. Check Box133 Off
                                                                                                          523. Check Box134 Yes
                                                                                                          524. Check Box135 Off
                                                                                                          525. Check Box136 Yes
                                                                                                          526. Check Box137 Off
                                                                                                          527. Check Box138 Yes
                                                                                                          528. Check Box139 Off
                                                                                                          529. Check Box140 Yes
                                                                                                          530. Check Box141 Off
                                                                                                          531. Check Box142 Off
                                                                                                          532. Check Box143 Off
                                                                                                          533. Check Box144 Off
                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
                                                                                                          539. Text150 Copper
                                                                                                          540. Text151 Iron
                                                                                                          541. Text152 Lead
                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
                                                                                                          548. Text301 1
                                                                                                          549. Text309 6251
                                                                                                          550. Text310 6251
                                                                                                          551. Text318
                                                                                                          552. Text319 510
                                                                                                          553. Text327
                                                                                                          554. Text328 lt510
                                                                                                          555. Text336
                                                                                                          556. Text337 lt510
                                                                                                          557. Text302 1
                                                                                                          558. Text303 1
                                                                                                          559. Text311 6083
                                                                                                          560. Text312 6251
                                                                                                          561. Text320 0092
                                                                                                          562. Text321 034
                                                                                                          563. Text329 lt0092
                                                                                                          564. Text330 lt034
                                                                                                          565. Text338 lt0092
                                                                                                          566. Text339 lt034
                                                                                                          567. Text305 1
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                                                                                                          569. Text314 6241
                                                                                                          570. Text315 6241
                                                                                                          571. Text323 105
                                                                                                          572. Text324 0250
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                                                                                                          574. Text333 lt0250
                                                                                                          575. Text341 lt105
                                                                                                          576. Text342 lt0250
                                                                                                          577. Text345
                                                                                                          578. Text307 1
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                                                                                                          580. Text316 6241
                                                                                                          581. Text317 6241
                                                                                                          582. Text325 417
                                                                                                          583. Text326 0140
                                                                                                          584. Text334 lt417
                                                                                                          585. Text335 lt0140
                                                                                                          586. Text343 lt417
                                                                                                          587. Text344 lt0140
                                                                                                          588. Text304 1
                                                                                                          589. Text313 1664
                                                                                                          590. Text322 70
                                                                                                          591. Text331 lt70
                                                                                                          592. Text340 lt70
                                                                                                          593. Text346 1
                                                                                                          594. Text351
                                                                                                          595. Text356
                                                                                                          596. Text361 1
                                                                                                          597. Text366 1
                                                                                                          598. Text347 2007
                                                                                                          599. Text352
                                                                                                          600. Text357
                                                                                                          601. Text362 2008
                                                                                                          602. Text367 2008
                                                                                                          603. Text348 14
                                                                                                          604. Text353
                                                                                                          605. Text358
                                                                                                          606. Text363 080
                                                                                                          607. Text368 10
                                                                                                          608. Text349 780
                                                                                                          609. Text354
                                                                                                          610. Text359
                                                                                                          611. Text369 25
                                                                                                          612. Text350 780
                                                                                                          613. Text355
                                                                                                          614. Text360
                                                                                                          615. Text365 092
                                                                                                          616. Text370 25
                                                                                                          617. Text364 092
                                                                                                          618. Text371 1
                                                                                                          619. Text376 1
                                                                                                          620. Text381 1
                                                                                                          621. Text386 1
                                                                                                          622. Text391 1
                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
                                                                                                          630. Text383 050
                                                                                                          631. Text388 10
                                                                                                          632. Text393 14
                                                                                                          633. Text374 30
                                                                                                          634. Text379 1300
                                                                                                          635. Text384 31
                                                                                                          636. Text394 35
                                                                                                          637. Text375 30
                                                                                                          638. Text380 1300
                                                                                                          639. Text385 31
                                                                                                          640. Text390 18
                                                                                                          641. Text395 35
                                                                                                          642. Text389 18
                                                                                                          643. Text396 1
                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
                                                                                                          647. Text402
                                                                                                          648. Text407
                                                                                                          649. Text398 010
                                                                                                          650. Text403
                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
Page 12: 89 Crawford Street Leominster, Massachusetts 01453 Tel: 774.450.7177 Fax: 888.835.0617  January 6, 2021 . U.S. Environmental Protection Agency Office

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 15 of 24

B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)

Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River

2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No

Are sensitive receptors present near the site (check one) Yes No

If yes specify

3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any

pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part

46 of the RGP

4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in

Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire

5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in

accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire

6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No

If yes indicate date confirmation received

7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII

(check one) Yes No

C Source water information

1 Source water(s) is (check any that apply)

Contaminated groundwater

Has the operator attached a summary of influent

sampling results as required in Part 42 of the RGP

in accordance with the instruction in Appendix

VIII (check one)

Yes No

Contaminated surface water

Has the operator attached a summary of influent

sampling results as required in Part 42 of the

RGP in accordance with the instruction in

Appendix VIII (check one)

Yes No

The receiving water Potable water if so indicate

municipality or origin

A surface water other

than the receiving water if

so indicate waterbody Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 16 of 24

2 Source water contaminants

a For source waters that are contaminated groundwater or contaminated

surface water indicate are any contaminants present that are not included in

the RGP (check one) Yes No If yes indicate the contaminant(s) and

the maximum concentration present in accordance with the instructions in

Appendix VIII

b For a source water that is a surface water other than the receiving water potable water

or other indicate any contaminants present at the maximum concentration in accordance

with the instructions in Appendix VIII (check one) Yes No

3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No

D Discharge information

1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source

Outfall(s) Outfall location(s) (Latitude Longitude)

Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify

A private storm sewer system A municipal storm sewer system

If the discharge enters the receiving water via a private or municipal storm sewer system

Has notification been provided to the owner of this system (check one) Yes No

Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for

obtaining permission

Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No

Provide the expected start and end dates of discharge(s) (monthyear)

Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge

Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 17 of 24

2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)

I ndash Petroleum-Related Site Remediation

II ndash Non-Petroleum-Related Site Remediation

III ndash Contaminated Site Dewatering

IV ndash Dewatering of Pipelines and Tanks

V ndash Aquifer Pump Testing

VI ndash Well DevelopmentRehabilitation

VII ndash Collection Structure DewateringRemediation

VIII ndash Dredge-Related Dewatering

a If Activity Category I or II (check all that apply)

A Inorganics

B Non-Halogenated Volatile Organic Compounds

C Halogenated Volatile Organic Compounds

D Non-Halogenated Semi-Volatile Organic Compounds

E Halogenated Semi-Volatile Organic Compounds

F Fuels Parameters

b If Activity Category III IV V VI VII or VIII (check either G or H)

G Sites with Known

Contamination H Sites with Unknown Contamination

c If Category III-G IV-G V-G VI-G

VII-G or VIII-G (check all that apply)

A Inorganics

B Non-Halogenated Volatile

Organic Compounds

C Halogenated Volatile Organic

Compounds

D Non-Halogenated Semi-Volatile

Organic Compounds

E Halogenated Semi-Volatile

Organic Compounds

F Fuels Parameters

d If Category III-H IV-H V-H VI-H VII-H or

VIII-H Contamination Type Categories A through

F apply

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 18 of 24

4 Influent and Effluent Characteristics

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

A Inorganics

Ammonia Report mgL ---

Chloride Report microgl ---

Total Residual Chlorine 02 mgL

Total Suspended Solids 30 mgL

Antimony 206 microgL

Arsenic 104 microgL

Cadmium 102 microgL

Chromium III 323 microgL

Chromium VI 323 microgL

Copper 242 microgL

Iron 5000 microgL

Lead 160 microgL

Mercury 0739 microgL

Nickel 1450 microgL

Selenium 2358 microgL

Silver 351 microgL

Zinc 420 microgL

Cyanide 178 mgL

B Non-Halogenated VOCs

Total BTEX 100 microgL ---

Benzene 50 microgL ---

14 Dioxane 200 microgL ---

Acetone 797 mgL ---

Phenol 1080 microgL

Shauna
Typewritten Text
---

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 19 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

C Halogenated VOCs

Carbon Tetrachloride 44 microgL

12 Dichlorobenzene 600 microgL ---

13 Dichlorobenzene 320 microgL ---

14 Dichlorobenzene 50 microgL ---

Total dichlorobenzene 763 microgL in NH ---

11 Dichloroethane 70 microgL ---

12 Dichloroethane 50 microgL ---

11 Dichloroethylene 32 microgL ---

Ethylene Dibromide 005 microgL ---

Methylene Chloride 46 microgL ---

111 Trichloroethane 200 microgL ---

112 Trichloroethane 50 microgL ---

Trichloroethylene 50 microgL ---

Tetrachloroethylene 50 microgL

cis-12 Dichloroethylene 70 microgL ---

Vinyl Chloride 20 microgL ---

D Non-Halogenated SVOCs

Total Phthalates 190 microgL

Diethylhexyl phthalate 101 microgL

Total Group I PAHs 10 microgL ---

Benzo(a)anthracene

As Total PAHs

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Dibenzo(ah)anthracene

Indeno(123-cd)pyrene

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 20 of 24

Parameter

Known

or

believed

absent

Known

or

believed

present

of

samples

Test

method

()

Detection

limit

(microgl)

Influent Effluent Limitations

Daily

maximum

(microgl)

Daily

average

(microgl)

TBEL WQBEL

Total Group II PAHs 100 microgL ---

Naphthalene 20 microgL ---

E Halogenated SVOCs

Total PCBs 0000064 microgL ---

Pentachlorophenol 10 microgL ---

F Fuels Parameters

Total Petroleum

Hydrocarbons 50 mgL ---

Ethanol Report mgL ---

Methyl-tert-Butyl Ether 70 microgL

tert-Butyl Alcohol 120 microgL in MA

40 microgL in NH ---

tert-Amyl Methyl Ether 90 microgL in MA

140 microgL in NH ---

Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 21 of 24

E Treatment system information

1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)

AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption

Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify

2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge

Identify each major treatment component (check any that apply)

Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter

Chemical feed tank Air stripping unit Bag filter Other if so specify

Indicate if either of the following will occur (check any that apply)

Chlorination De-chlorination

3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component

Indicate the most limiting component

Is use of a flow meter feasible (check one) Yes No if so provide justification

Provide the proposed maximum effluent flow in gpm

Provide the average effluent flow in gpm

If Activity Category IV applies indicate the estimated total volume of water that will be discharged

4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 22 of 24

F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)

Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify

2 Provide the following information for each chemicaladditive using attachments if necessary

a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and

f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))

3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance

with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section

307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive

(check one) Yes No

G Endangered Species Act eligibility determination

1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the

ldquoaction areardquo

FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)

or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat

(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)

Yes No

FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical

habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and

related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the

FWS This determination was made by (check one) the operator EPA Other if so specify

MAG910000 Appendix IV ndash Part 1 ndash NOI

NHG910000 Page 23 of 24

NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of

listed species Has the operator previously completed consultation with NMFS (check one) Yes No

2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No

Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach

H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit

Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on

historic properties

Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties

Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse

effect on historic properties

2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No

Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or

other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No

I Supplemental information

Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary

Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No

Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No

Site RTNs

MA Limits WQBEL

Outfall 001

Enter number values in green boxes below Enter values in the units specified

darr

625 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

1079

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10786

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 23729 microgL

40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL

21572 microgL

MA Limits WQBEL

Outfall 002

Enter number values in green boxes below Enter values in the units specified

darr

00026 QR = Enter upstream flow in MGD

058 QP = Enter discharge flow in MGD 0 Downstream 7Q10

Enter a dilution factor if other than zero darr

102

Enter values in the units specified darr

Cd = Enter influent hardness in mgL CaCO3

35 780

Cs = Enter receiving water hardness in mgL CaCO3

Enter receiving water concentrations in the units specified darr

77 15

073 35 0 0

092 0

25 0 3

1300 31 0 0 0 0 18

pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3

Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL

Enter influent concentrations in the units specified darr

0 0 0 23 11 450 0

150 100000

78 0

270 17 0

250 0 0 0

235 0 0 0 0 0 0 0 0 0 0

TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL

Dilution Factor 10

TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---

---

---

------

------

------

------

Vinyl Chloride

D Non-Halogenated SVOCs

Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs

Total Polychlorinated Biphenyls

Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether

20

190 101

10 10 10 10 10 10 10 10

100 20

0000064 10

50 Report

70 120 90

microgL

microgL microgL

microgL microgL microgL microgL microgL microgL microgL microgL

microgL microgL

microgL microgL

mgL mgL microgL microgL microgL

--- microgL 22 microgL

00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL

20 microgL

Dilution Calculation

Determination

From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM

Hi Jake

It was nice speaking to you earlier today

The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102

Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage

Please let me know if you have any questions

Happy New Year Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Xiaodon

I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime

Thank you

Jake

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617

M 5089309812 jjenningslrt-llcnet

From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs

Hi Jake

There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)

According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River

To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2

7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD

Design flow = 400 gpm =058 MGD

Dilution Factor at outfall 001 = (058 +625)058 = 1079

For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday

Please let me know if we can have a phone call anytime Monday - Wednesday

I hope you have a lovely holiday Regards Xiaodan

From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs

CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe

Hi Cathy and Xiaodan

I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated

Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval

The project

1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm

The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417

Have a great holiday

Thank you

Jake Jennings

Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet

Appendix B

Laboratory Data

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

December 31 2020

John Henry

Lockwood Remediation Technologies LLC

89 Crawford Street

Leominster MA 01453

Project Location 1600 Osgood St

Client Job Number

Project Number 2-2137

Laboratory Work Order Number 20L0887

Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions

concerning this report please feel free to contact me

Sincerely

Kerry K McGee

Project Manager

Page 1 of 44

Table of Contents

Table of Contents

Sample Summary 4

Case Narrative 5

Sample Results 8

20L0887-01 8

20L0887-02 17

Sample Preparation Information 19

QC Data 21

Volatile Organic Compounds by GCMS 21

B273078 21

Semivolatile Organic Compounds by GCMS 23

B273270 23

Semivolatile Organic Compounds by - GCMS 24

B273158 24

Polychlorinated Biphenyls By GCECD 28

B273089 28

Metals Analyses (Total) 29

B273164 29

B273165 29

B273201 30

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31

B273029 31

B273038 31

B273059 31

B273112 31

B273331 32

Page 2 of 44

Table of Contents

Table of Contents (continued)

B273396

Drinking Water Organics EPA 5041

B273121

Dual Column RPD Report

FlagQualifier Summary

Certifications

Chain of CustodySample Receipt

32

33

33

34

38

39

43

Page 3 of 44

[TOC_1]Sample Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Lockwood Remediation Technologies LLC

89 Crawford Street REPORT DATE 12312020

Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137

ATTN John Henry

PROJECT NUMBER 2-2137

ANALYTICAL SUMMARY

WORK ORDER NUMBER 20L0887

The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report

PROJECT LOCATION 1600 Osgood St

FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB

Influent 20L0887-01 Ground Water 6083

6241

6251

EPA 1664B

EPA 2007

EPA 2008

EPA 2451

EPA 3000

EPA 3501

EPA 5041

SM21-22 2540D

SM21-22 3500 Cr B

SM21-22 4500 CL G

SM21-22 4500 CN E MA M-MA-086CT

PH-0574NY11148

Tri Chrome Calc

Receiving Water 20L0887-02 Ground Water EPA 2007

EPA 2008

EPA 2451

EPA 3501

SM21-22 3500 Cr B

Tri Chrome Calc

Page 4 of 44

[TOC_1]Case Narrative[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CASE NARRATIVE SUMMARY

All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report

REVISED REPORT - 12312020 - Ethanol addded per clients request

Page 5 of 44

V-05

L-04

L-07

R-05

S-07

V-04

V-05

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

6241

Qualifications

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Ethanol

20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1

6251

Qualifications

Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this

compound is likely to be biased on the low side Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD

between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified

2-Chloronaphthalene

B273158-BSD1

N-Nitrosodimethylamine

B273158-BSD1

Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this

compound Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1

One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10

Analyte amp Samples(s) Qualified

246-Tribromophenol

20L0887-01[Influent]

Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method

specified criteria Reported result is estimated Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound

Analyte amp Samples(s) Qualified

Benzidine

20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1

Page 6 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing

I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed

in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the

best of my knowledge and belief accurate and complete

Lisa A Worthington

Technical Representative

Page 7 of 44

[TOC_2]20L0887-01[TOC]

[TOC_1]Sample Results[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Volatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD

tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD

Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD

Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD

Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD

tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD

Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD

Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD

Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD

Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD

Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD

Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD

14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD

trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD

12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD

14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD

trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD

Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD

Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD

Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD

Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD

1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD

Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD

Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD

111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD

112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD

Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD

Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD

Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD

m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD

o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD

Surrogates Recovery Recovery Limits FlagQual

12-Dichloroethane-d4 833 70-130 121920 343

Toluene-d8 954 70-130 121920 343

4-Bromofluorobenzene 102 70-130 121920 343

Page 8 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by GCMS

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA

Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA

Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA

Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA

Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA

Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA

Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA

Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA

Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol (SIM) 387 15-110 122220 2031

Phenol-d6 (SIM) 307 15-110 122220 2031

Nitrobenzene-d5 732 30-130 122220 2031

2-Fluorobiphenyl 726 30-130 122220 2031

246-Tribromophenol (SIM) 101 15-110 122220 2031

p-Terphenyl-d14 905 30-130 122220 2031

Page 9 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05

Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL

4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL

Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL

Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL

Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL

Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL

2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL

Page 10 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Semivolatile Organic Compounds by - GCMS

Date DateTime

Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst

Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL

Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL

124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL

246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL

Surrogates Recovery Recovery Limits FlagQual

2-Fluorophenol 473 15-110 122120 1953

Phenol-d6 377 15-110 122120 1953

Nitrobenzene-d5 686 30-130 122120 1953

2-Fluorobiphenyl 785 30-130 122120 1953

246-Tribromophenol 111 15-110 S-07 122120 1953

p-Terphenyl-d14 880 30-130 122120 1953

Page 11 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Polychlorinated Biphenyls By GCECD

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG

Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG

Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG

Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG

Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG

Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG

Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG

Surrogates Recovery Recovery Limits FlagQual

Decachlorobiphenyl [1] 575 30-150 122120 1252

Decachlorobiphenyl [2] 577 30-150 122120 1252

Tetrachloro-m-xylene [1] 803 30-150 122120 1252

Tetrachloro-m-xylene [2] 835 30-150 122120 1252

Page 12 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH

Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH

Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL

Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV

Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH

Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH

Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH

Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL

Page 13 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH

Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC

Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL

Page 14 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Drinking Water Organics EPA 5041

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB

Surrogates Recovery Recovery Limits FlagQual

13-Dibromopropane (1) 102 70-130 121820 2221

Page 15 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Influent Sampled 12162020 0700

Sample ID 20L0887-01

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL

Page 16 of 44

[TOC_2]20L0887-02[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Metals Analyses (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH

Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH

Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL

Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH

Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV

Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH

Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH

Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH

Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH

Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL

Page 17 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Project Location 1600 Osgood St Sample Description Work Order 20L0887

Date Received 12162020

Field Sample Receiving Water Sampled 12162020 0700

Sample ID 20L0887-02

Sample Matrix Ground Water

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)

Date DateTime

Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst

Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH

Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2

Page 18 of 44

[TOC_1]Sample Preparation Information[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method SW-846 3510C Analytical Method 6083

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273089 1000 500 121820

Prep Method SW-846 5030B Analytical Method 6241

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273078 5 500 121820

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273158 980 100 121920

Prep Method SW-846 3510C Analytical Method 6251

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273270 980 100 121920

EPA 1664B

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273396 200 122320

Prep Method EPA 2007 Analytical Method EPA 2007

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273165 500 500 121920

20L0887-01 [Influent] B273165 500 121920

20L0887-02 [Receiving Water] B273165 500 500 121920

20L0887-02 [Receiving Water] B273165 500 121920

Prep Method EPA 2008 Analytical Method EPA 2008

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273164 500 500 121920

20L0887-02 [Receiving Water] B273164 500 500 121920

Prep Method EPA 2451 Analytical Method EPA 2451

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273201 600 600 122120

20L0887-02 [Receiving Water] B273201 600 600 122120

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

Page 19 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

Sample Extraction Data

Prep Method EPA 3000 Analytical Method EPA 3000

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273112 100 100 121820

EPA 3501

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273331 100 100 122220

20L0887-02 [Receiving Water] B273331 100 100 122220

Prep Method EPA 504 water Analytical Method EPA 5041

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273121 360 350 121820

SM21-22 2540D

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273059 100 121820

SM21-22 3500 Cr B

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273029 500 500 121620

20L0887-02 [Receiving Water] B273029 500 500 121620

SM21-22 4500 CL G

Lab Number [Field ID] Batch Initial [mL] Final [mL] Date

20L0887-01 [Influent] B273038 100 100 121620

Prep Method EPA 2008 Analytical Method Tri Chrome Calc

Lab Number [Field ID] Batch Initial [mL] Date

20L0887-01 [Influent] B273164 500 121920

20L0887-02 [Receiving Water] B273164 500 121920

Page 20 of 44

[TOC_2]Volatile Organic Compounds by GCMS[TOC]

[TOC_3]B273078[TOC]

[TOC_1]QC Data[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

Blank (B273078-BLK1) Prepared 121820 Analyzed 121920

Acetone ND 500 microgL

tert-Amyl Methyl Ether (TAME) ND 0500 microgL

Benzene ND 100 microgL

Bromodichloromethane ND 200 microgL

Bromoform ND 200 microgL

Bromomethane ND 200 microgL

tert-Butyl Alcohol (TBA) ND 200 microgL

Carbon Tetrachloride ND 200 microgL

Chlorobenzene ND 200 microgL

Chlorodibromomethane ND 200 microgL

Chloroethane ND 200 microgL

Chloroform ND 200 microgL

Chloromethane ND 200 microgL

12-Dichlorobenzene ND 200 microgL

13-Dichlorobenzene ND 200 microgL

14-Dichlorobenzene ND 200 microgL

12-Dichloroethane ND 200 microgL

11-Dichloroethane ND 200 microgL

11-Dichloroethylene ND 200 microgL

trans-12-Dichloroethylene ND 200 microgL

12-Dichloropropane ND 200 microgL

cis-13-Dichloropropene ND 200 microgL

14-Dioxane ND 500 microgL

trans-13-Dichloropropene ND 200 microgL

Ethanol ND 500 microgL V-05

Ethylbenzene ND 200 microgL

Methyl tert-Butyl Ether (MTBE) ND 200 microgL

Methylene Chloride ND 500 microgL

1122-Tetrachloroethane ND 200 microgL

Tetrachloroethylene ND 200 microgL

Toluene ND 100 microgL

111-Trichloroethane ND 200 microgL

112-Trichloroethane ND 200 microgL

Trichloroethylene ND 200 microgL

Trichlorofluoromethane (Freon 11) ND 200 microgL

Vinyl Chloride ND 200 microgL

m+p Xylene ND 200 microgL

o-Xylene ND 100 microgL

Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130

Surrogate Toluene-d8 232 microgL 250 930 70-130

Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Acetone 170 500 microgL 200 858 70-160

tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130

Benzene 16 100 microgL 200 822 65-135

Bromodichloromethane 19 200 microgL 200 968 65-135

Bromoform 24 200 microgL 200 121 70-130

Bromomethane 16 200 microgL 200 790 15-185

tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160

Carbon Tetrachloride 18 200 microgL 200 905 70-130

Chlorobenzene 21 200 microgL 200 103 65-135

Page 21 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Volatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273078 - SW-846 5030B

LCS (B273078-BS1) Prepared 121820 Analyzed 121920

Chlorodibromomethane 21 200 microgL 200 107 70-135

Chloroethane 17 200 microgL 200 834 40-160

Chloroform 17 200 microgL 200 872 70-135

Chloromethane 60 200 microgL 200 300 20-205

12-Dichlorobenzene 18 200 microgL 200 905 65-135

13-Dichlorobenzene 18 200 microgL 200 924 70-130

14-Dichlorobenzene 18 200 microgL 200 896 65-135

12-Dichloroethane 20 200 microgL 200 100 70-130

11-Dichloroethane 18 200 microgL 200 893 70-130

11-Dichloroethylene 19 200 microgL 200 932 50-150

trans-12-Dichloroethylene 17 200 microgL 200 852 70-130

12-Dichloropropane 20 200 microgL 200 996 35-165

cis-13-Dichloropropene 17 200 microgL 200 852 25-175

14-Dioxane 200 500 microgL 200 101 40-130

trans-13-Dichloropropene 18 200 microgL 200 916 50-150

Ethanol 150 500 microgL 200 738 40-160 V-05

Ethylbenzene 20 200 microgL 200 989 60-140

Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130

Methylene Chloride 15 500 microgL 200 738 60-140

1122-Tetrachloroethane 20 200 microgL 200 100 60-140

Tetrachloroethylene 22 200 microgL 200 112 70-130

Toluene 18 100 microgL 200 902 70-130

111-Trichloroethane 19 200 microgL 200 934 70-130

112-Trichloroethane 21 200 microgL 200 103 70-130

Trichloroethylene 19 200 microgL 200 947 65-135

Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150

Vinyl Chloride 13 200 microgL 200 662 5-195

m+p Xylene 40 200 microgL 400 101 70-130

o-Xylene 20 100 microgL 200 100 70-130

Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130

Surrogate Toluene-d8 240 microgL 250 961 70-130

Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130

Page 22 of 44

[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]

[TOC_3]B273270[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273270 - SW-846 3510C

LCS (B273270-BS1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143

Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410

Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159

Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434

Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158

Chrysene (SIM) 40 microgL 500 835 17-168417

Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227

Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426

Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176

Surrogate 2-Fluorophenol 855 microgL 200 427 15-110

Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110

Surrogate Phenol-d6 657 microgL 200 328 15-110

Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110

Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130

Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130

Surrogate 246-Tribromophenol 124 microgL 140 884 15-110

Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110

Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130

LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320

Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53

Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72

Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71

Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63

Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82

Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87

Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126

Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99

Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86

Surrogate 2-Fluorophenol 897 microgL 200 448 15-110

Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110

Surrogate Phenol-d6 708 microgL 200 354 15-110

Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110

Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130

Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130

Surrogate 246-Tribromophenol 136 microgL 140 972 15-110

Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110

Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130

Page 23 of 44

[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]

[TOC_3]B273158[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

4-Nitrophenol

N-Nitrosodimethylamine

N-Nitrosodi-n-propylamine

2-Methylnaphthalene

Phenanthrene

2-Methylphenol

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

102

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

100

100

100

500

500

100

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

200 509 15-110

L-04 R-05 V-04

V-05

Page 24 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

Blank (B273158-BLK1) Prepared 121920 Analyzed 122120

Surrogate Phenol-d6 777 microgL 200 389 15-110

Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130

Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130

Surrogate 246-Tribromophenol 144 microgL 140 102 15-110

Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130

LCS (B273158-BS1) Prepared 121920 Analyzed 122120

Acenaphthene 409 500 microgL 500 817 47-145

Acenaphthylene 398 500 microgL 500 797 33-145

Anthracene 406 500 microgL 500 812 27-133

Benzidine

Benzo(ghi)perylene

817

479

200

500

microgL

microgL

100 817 40-140

500 957 10-219

V-04 V-05 L-04

R-05

4-Bromophenylphenylether 376 100 microgL 500 751 53-127

Butylbenzylphthalate 400 100 microgL 500 800 10-152

4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147

Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158

Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166

2-Chloronaphthalene 336 100 microgL 500 672 60-120

2-Chlorophenol 364 100 microgL 500 728 23-134

4-Chlorophenylphenylether 388 100 microgL 500 776 25-158

Di-n-butylphthalate 389 100 microgL 500 778 10-120

13-Dichlorobenzene 302 500 microgL 500 604 10-172

14-Dichlorobenzene 311 500 microgL 500 622 20-124

12-Dichlorobenzene 319 500 microgL 500 638 32-129

33-Dichlorobenzidine 427 100 microgL 100 427 10-262

24-Dichlorophenol 414 100 microgL 500 827 39-135

Diethylphthalate 390 100 microgL 500 780 10-120

24-Dimethylphenol 368 100 microgL 500 737 32-120

Dimethylphthalate 385 100 microgL 500 770 10-120

46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181

24-Dinitrophenol 512 100 microgL 500 102 10-191

24-Dinitrotoluene 433 100 microgL 500 865 39-139

26-Dinitrotoluene 432 100 microgL 500 864 50-158

Di-n-octylphthalate 384 100 microgL 500 767 4-146

12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140

Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158

Fluoranthene 404 500 microgL 500 807 26-137

Fluorene 411 500 microgL 500 821 59-121

Hexachlorobenzene 401 100 microgL 500 802 10-152

Hexachlorobutadiene 335 100 microgL 500 670 24-120

Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140

Hexachloroethane 301 100 microgL 500 602 40-120

Isophorone 401 100 microgL 500 802 21-196

Naphthalene 363 500 microgL 500 727 21-133

Nitrobenzene 350 100 microgL 500 701 35-180

2-Nitrophenol 443 100 microgL 500 886 29-182

4-Nitrophenol 232 100 microgL 500 463 10-132

N-Nitrosodimethylamine 204 100 microgL 500 407 40-140

N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230

2-Methylnaphthalene 424 500 microgL 500 848 40-140

Phenanthrene 402 500 microgL 500 803 54-120

2-Methylphenol 362 100 microgL 500 725 40-140

Page 25 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS (B273158-BS1)

Phenol

34-Methylphenol

Pyrene

124-Trichlorobenzene

246-Trichlorophenol

Surrogate 2-Fluorophenol

Surrogate Phenol-d6

Surrogate Nitrobenzene-d5

Surrogate 2-Fluorobiphenyl

Surrogate 246-Tribromophenol

Surrogate p-Terphenyl-d14

180

349

395

346

425

111

867

760

821

153

876

100

200

500

500

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 361 5-120

500 699 40-140

500 790 52-120

500 691 44-142

500 851 37-144

200 553 15-110

200 434 15-110

100 760 30-130

100 821 30-130

140 109 15-110

100 876 30-130

LCS Dup (B273158-BSD1)

Acenaphthene

Acenaphthylene

Anthracene

Benzidine

Benzo(ghi)perylene

4-Bromophenylphenylether

Butylbenzylphthalate

4-Chloro-3-methylphenol

Bis(2-chloroethyl)ether

Bis(2-chloroisopropyl)ether

2-Chloronaphthalene

2-Chlorophenol

4-Chlorophenylphenylether

Di-n-butylphthalate

13-Dichlorobenzene

14-Dichlorobenzene

12-Dichlorobenzene

33-Dichlorobenzidine

24-Dichlorophenol

Diethylphthalate

24-Dimethylphenol

Dimethylphthalate

46-Dinitro-2-methylphenol

24-Dinitrophenol

24-Dinitrotoluene

26-Dinitrotoluene

Di-n-octylphthalate

12-DiphenylhydrazineAzobenzene

Bis(2-Ethylhexyl)phthalate

Fluoranthene

Fluorene

Hexachlorobenzene

Hexachlorobutadiene

Hexachlorocyclopentadiene

Hexachloroethane

Isophorone

Naphthalene

Nitrobenzene

2-Nitrophenol

354

338

354

520

408

331

345

364

286

298

272

311

333

337

243

247

262

370

352

339

305

336

392

450

377

374

322

314

339

355

355

351

270

296

246

339

296

294

365

500

500

500

200

500

100

100

100

100

100

100

100

100

100

500

500

500

100

100

100

100

100

100

100

100

100

100

100

100

500

500

100

100

100

100

100

500

100

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

Prepared 121920 Analyzed 122120

500 708 47-145

500 677 33-145

500 708 27-133

100 520 40-140

500 816 10-219

500 662 53-127

500 690 10-152

500 729 22-147

500 571 12-158

500 597 36-166

500 544 60-120

500 623 23-134

500 665 25-158

500 674 10-120

500 485 10-172

500 494 20-124

500 524 32-129

100 370 10-262

500 705 39-135

500 678 10-120

500 610 32-120

500 672 10-120

500 785 10-181

500 901 10-191

500 754 39-139

500 747 50-158

500 644 4-146

500 628 40-140

500 678 8-158

500 711 26-137

500 711 59-121

500 703 10-152

500 539 24-120

500 593 40-140

500 493 40-120

500 678 21-196

500 593 21-133

500 588 35-180

500 730 29-182

143

163

136

444

159

127

147

131

155

163

211

157

154

143

217

231

195

144

160

140

189

135

125

129

138

145

175

116

154

127

144

132

216

195

199

168

203

175

194

48

74

66

30

97

43

60

73

108

76

24

61

61

47

30

30

30

108

50

100

58

183

203

132

42

48

69

30

82

66

38

55

62

30

52

93

65

62

55

L-04 R-05 V-04

V-05

L-07

Page 26 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Semivolatile Organic Compounds by - GCMS - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273158 - SW-846 3510C

LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120

4-Nitrophenol 213 100 microgL 500 426 10-132 841 131

N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07

N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87

2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30

Phenanthrene 352 500 microgL 500 704 54-120 132 39

2-Methylphenol 323 100 microgL 500 647 40-140 114 30

Phenol 160 100 microgL 500 320 5-120 121 64

34-Methylphenol 310 200 microgL 500 619 40-140 121 30

Pyrene 347 500 microgL 500 694 52-120 130 49

124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50

246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58

Surrogate 2-Fluorophenol 957 microgL 200 479 15-110

Surrogate Phenol-d6 760 microgL 200 380 15-110

Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130

Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130

Surrogate 246-Tribromophenol 129 microgL 140 920 15-110

Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130

Page 27 of 44

[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]

[TOC_3]B273089[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Polychlorinated Biphenyls By GCECD - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273089 - SW-846 3510C

Blank (B273089-BLK1) Prepared 121820 Analyzed 122120

Aroclor-1016 ND 0100 microgL

Aroclor-1016 [2C] ND 0100 microgL

Aroclor-1221 ND 0100 microgL

Aroclor-1221 [2C] ND 0100 microgL

Aroclor-1232 ND 0100 microgL

Aroclor-1232 [2C] ND 0100 microgL

Aroclor-1242 ND 0100 microgL

Aroclor-1242 [2C] ND 0100 microgL

Aroclor-1248 ND 0100 microgL

Aroclor-1248 [2C] ND 0100 microgL

Aroclor-1254 ND 0100 microgL

Aroclor-1254 [2C] ND 0100 microgL

Aroclor-1260 ND 0100 microgL

Aroclor-1260 [2C] ND 0100 microgL

Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150

Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150

Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150

Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150

LCS (B273089-BS1) Prepared 121820 Analyzed 122120

Aroclor-1016 0481 0200 microgL 0500 962 50-140

Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140

Aroclor-1260 0458 0200 microgL 0500 916 8-140

Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140

Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150

Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150

Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150

Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150

LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120

Aroclor-1016 0458 0200 microgL 0500 916 50-140 488

Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628

Aroclor-1260 0423 0200 microgL 0500 847 8-140 784

Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827

Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150

Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150

Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150

Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150

Page 28 of 44

[TOC_2]Metals Analyses (Total)[TOC]

[TOC_3]B273164[TOC]

[TOC_3]B273165[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273164 - EPA 2008

Blank (B273164-BLK1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

ND

ND

ND

ND

ND

ND

ND

ND

ND

ND

10

080

020

10

10

050

50

50

020

10

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

LCS (B273164-BS1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

484

487

473

951

474

477

476

451

955

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

931

969

974

946

951

948

953

952

903

955

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220

Antimony

Arsenic

Cadmium

Chromium

Copper

Lead

Nickel

Selenium

Silver

Zinc

465

479

489

476

955

472

480

476

453

954

10

80

20

10

10

50

50

50

20

100

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

microgL

500

500

500

500

1000

500

500

500

500

1000

930

959

978

951

955

944

960

951

907

954

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

85-115

00503

101

0421

0527

0360

0435

0713

00436

0425

0143

20

20

20

20

20

20

20

20

20

20

Batch B273165 - EPA 2007

Blank (B273165-BLK1) Prepared 121920 Analyzed 122120

Iron

Hardness

ND

ND

0050

14

mgL

mgL

LCS (B273165-BS1) Prepared 121920 Analyzed 122120

Iron

Hardness

412

27

0050

14

mgL

mgL

400

264

103

101

85-115

85-115

Page 29 of 44

[TOC_3]B273201[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Metals Analyses (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273165 - EPA 2007

LCS Dup (B273165-BSD1)

Iron

Hardness

408

26

0050

14

mgL

mgL

Prepared 121920 Analyzed 122120

400 102 85-115

264 993 85-115

0946

130

20

20

Batch B273201 - EPA 2451

Blank (B273201-BLK1)

Mercury ND 000010 mgL

Prepared amp Analyzed 122120

LCS (B273201-BS1)

Mercury 000398 000010 mgL

Prepared amp Analyzed 122120

000400 995 85-115

LCS Dup (B273201-BSD1)

Mercury 000426 000010 mgL

Prepared amp Analyzed 122120

000400 107 85-115 692 20

Page 30 of 44

PAAPHASW-846 Methods (Total)[TOC]

[TOC_3]B273029[TOC]

[TOC_3]B273038[TOC]

[TOC_3]B273059[TOC]

[TOC_3]B273112[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273029 - SM21-22 3500 Cr B

Blank (B273029-BLK1)

Hexavalent Chromium ND 00040 mgL

Prepared amp Analyzed 121620

LCS (B273029-BS1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 101 90-115

LCS Dup (B273029-BSD1)

Hexavalent Chromium 010 00040 mgL

Prepared amp Analyzed 121620

0100 104 90-115 248 11

Batch B273038 - SM21-22 4500 CL G

Blank (B273038-BLK1)

Chlorine Residual ND 0020 mgL

Prepared amp Analyzed 121620

LCS (B273038-BS1)

Chlorine Residual 066 0020 mgL

Prepared amp Analyzed 121620

0641 102 853-130

LCS Dup (B273038-BSD1)

Chlorine Residual 067 0020 mgL

Prepared amp Analyzed 121620

0641 105 853-130 233 136

Duplicate (B273038-DUP1)

Chlorine Residual

Source 20L0887-01

ND 0020 mgL

Prepared amp Analyzed 121620

ND NC 294

Matrix Spike (B273038-MS1)

Chlorine Residual

Source 20L0887-01

026 0020 mgL

Prepared amp Analyzed 121620

0300 ND 858 10-169

Batch B273059 - SM21-22 2540D

Blank (B273059-BLK1)

Total Suspended Solids ND 25 mgL

Prepared amp Analyzed 121820

LCS (B273059-BS1)

Total Suspended Solids 190 10 mgL

Prepared amp Analyzed 121820

200 950 574-123

Batch B273112 - EPA 3000

Blank (B273112-BLK1)

Chloride ND 10 mgL

Prepared amp Analyzed 121820

LCS (B273112-BS1)

Chloride 10 mgL

Prepared amp Analyzed 121820

100 101 90-110

Page 31 of 44

[TOC_3]B273331[TOC]

[TOC_3]B273396[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273112 - EPA 3000

LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820

Chloride 10 mgL 100 101 90-110 0511 20

Batch B273331 - EPA 3501

Blank (B273331-BLK1) Prepared 122220 Analyzed 122320

Ammonia as N ND 010 mgL

LCS (B273331-BS1) Prepared 122220 Analyzed 122320

Ammonia as N 19 010 mgL 200 966 90-110

LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320

Ammonia as N 20 010 mgL 200 100 90-110 341 20

Batch B273396 - EPA 1664B

Blank (B273396-BLK1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 14 mgL

LCS (B273396-BS1) Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132

Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18

Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320

Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132

Page 32 of 44

[TOC_2]Drinking Water Organics EPA 5041[TOC]

[TOC_3]B273121[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

QUALITY CONTROL

Drinking Water Organics EPA 5041 - Quality Control

Reporting Spike Source REC RPD

Analyte Result Limit Units Level Result REC Limits RPD Limit Notes

Batch B273121 - EPA 504 water

Blank (B273121-BLK1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

ND

110

0021 microgL

microgL

Prepared amp Analyzed 121820

106 104 70-130

LCS (B273121-BS1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0230

106

0021 microgL

microgL

Prepared amp Analyzed 121820

0260 884

104 102

70-130

70-130

LCS Dup (B273121-BSD1)

12-Dibromoethane (EDB)

Surrogate 13-Dibromopropane

0221

111

0021 microgL

microgL

Prepared amp Analyzed 121820

0257 860

103 108

70-130

70-130

387

Page 33 of 44

[TOC_1]Dual Column RPD Report[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0481

2 0000 0000 0000 0477 06

Aroclor-1260 1 0000 0000 0000 0458

2 0000 0000 0000 0450 22

Page 34 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

6083

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273089-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12212020 12212020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

Aroclor-1016 1 0000 0000 0000 0458

2 0000 0000 0000 0448 26

Aroclor-1260 1 0000 0000 0000 0423

2 0000 0000 0000 0414 14

Page 35 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY

FOR SINGLE COMPONENT ANALYTES LCS

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BS1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0230

Page 36 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES

EPA 5041

Lab Sample ID

Instrument ID (1)

GC Column (1)

B273121-BSD1

ID (mm)

Date(s) Analyzed

Instrument ID (2)

GC Column (2)

12182020 12182020

ID (mm)

ANALYTE COL RT RT WINDOW

CONCENTRATION RPD FROM TO

12-Dibromoethane (EDB) 1 3261 0000 0000 0221

Page 37 of 44

[TOC_1]FlagQualifier Summary[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

FLAGQUALIFIER SUMMARY

QC result is outside of established limits

Wide recovery limits established for difficult compound

Wide RPD limits established for difficult compound

Data exceeded client recommended or regulatory level

ND Not Detected

RL Reporting Limit is at the level of quantitation (LOQ)

DL Detection Limit is the lower limit of detection determined by the MDL study

MCL Maximum Contaminant Level

Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the

calculation which have not been rounded

No results have been blank subtracted unless specified in the case narrative section

J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated

concentration (CLP J-Flag)

L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits

Reported value for this compound is likely to be biased on the low side

L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but

the other is within limits RPD between the two LFBLCS results is within method specified criteria

R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any

reported value for this compound

S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All

recoveries are gt 10

V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where

RSD is outside of method specified criteria Reported result is estimated

V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for

this compound

Page 38 of 44

[TOC_1]Certifications[TOC]

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6083 in Water

Aroclor-1016 CTMANHNYRINCMEVA

Aroclor-1016 [2C] CTMANHNYRINCMEVA

Aroclor-1221 CTMANHNYRINCMEVA

Aroclor-1221 [2C] CTMANHNYRINCMEVA

Aroclor-1232 CTMANHNYRINCMEVA

Aroclor-1232 [2C] CTMANHNYRINCMEVA

Aroclor-1242 CTMANHNYRINCMEVA

Aroclor-1242 [2C] CTMANHNYRINCMEVA

Aroclor-1248 CTMANHNYRINCMEVA

Aroclor-1248 [2C] CTMANHNYRINCMEVA

Aroclor-1254 CTMANHNYRINCMEVA

Aroclor-1254 [2C] CTMANHNYRINCMEVA

Aroclor-1260 CTMANHNYRINCMEVA

Aroclor-1260 [2C] CTMANHNYRINCMEVA

6241 in Water

Acetone CTNYMANH

tert-Amyl Methyl Ether (TAME) MA

Benzene CTNYMANHRINCMEVA

Bromodichloromethane CTNYMANHRINCMEVA

Bromoform CTNYMANHRINCMEVA

Bromomethane CTNYMANHRINCMEVA

tert-Butyl Alcohol (TBA) NYMA

Carbon Tetrachloride CTNYMANHRINCMEVA

Chlorobenzene CTNYMANHRINCMEVA

Chlorodibromomethane CTNYMANHRINCMEVA

Chloroethane CTNYMANHRINCMEVA

Chloroform CTNYMANHRINCMEVA

Chloromethane CTNYMANHRINCMEVA

12-Dichlorobenzene CTNYMANHRINCMEVA

13-Dichlorobenzene CTNYMANHRINCMEVA

14-Dichlorobenzene CTNYMANHRINCMEVA

12-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethane CTNYMANHRINCMEVA

11-Dichloroethylene CTNYMANHRINCMEVA

trans-12-Dichloroethylene CTNYMANHRINCMEVA

12-Dichloropropane CTNYMANHRINCMEVA

cis-13-Dichloropropene CTNYMANHRINCMEVA

14-Dioxane MA

trans-13-Dichloropropene CTNYMANHRINCMEVA

Ethanol NYMANH

Ethylbenzene CTNYMANHRINCMEVA

Methyl tert-Butyl Ether (MTBE) NYMANHNC

Methylene Chloride CTNYMANHRINCMEVA

Naphthalene NYMANC

1122-Tetrachloroethane CTNYMANHRINCMEVA

Tetrachloroethylene CTNYMANHRINCMEVA

Page 39 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6241 in Water

Toluene CTNYMANHRINCMEVA

124-Trichlorobenzene MANC

111-Trichloroethane CTNYMANHRINCMEVA

112-Trichloroethane CTNYMANHRINCMEVA

Trichloroethylene CTNYMANHRINCMEVA

Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA

Vinyl Chloride CTNYMANHRINCMEVA

m+p Xylene CTNYMANHRINC

o-Xylene CTNYMANHRINC

6251 in Water

Acenaphthene CTMANHNYNCRIMEVA

Acenaphthylene CTMANHNYNCRIMEVA

Anthracene CTMANHNYNCRIMEVA

Benzidine CTMANHNYNCRIMEVA

Benzo(ghi)perylene CTMANHNYNCRIMEVA

4-Bromophenylphenylether CTMANHNYNCRIMEVA

Butylbenzylphthalate CTMANHNYNCRIMEVA

4-Chloro-3-methylphenol CTMANHNYNCRIVA

Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA

Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA

2-Chloronaphthalene CTMANHNYNCRIMEVA

2-Chlorophenol CTMANHNYNCRIMEVA

4-Chlorophenylphenylether CTMANHNYNCRIMEVA

Di-n-butylphthalate CTMANHNYNCRIMEVA

13-Dichlorobenzene MANC

14-Dichlorobenzene MANC

12-Dichlorobenzene MANC

33-Dichlorobenzidine CTMANHNYNCRIMEVA

24-Dichlorophenol CTMANHNYNCRIMEVA

Diethylphthalate CTMANHNYNCRIMEVA

24-Dimethylphenol CTMANHNYNCRIMEVA

Dimethylphthalate CTMANHNYNCRIMEVA

46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA

24-Dinitrophenol CTMANHNYNCRIMEVA

24-Dinitrotoluene CTMANHNYNCRIMEVA

26-Dinitrotoluene CTMANHNYNCRIMEVA

Di-n-octylphthalate CTMANHNYNCRIMEVA

12-DiphenylhydrazineAzobenzene NC

Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA

Fluoranthene CTMANHNYNCRIMEVA

Fluorene CTMANHNYNCRIMEVA

Hexachlorobenzene CTMANHNYNCRIMEVA

Hexachlorobutadiene CTMANHNYNCRIMEVA

Hexachlorocyclopentadiene CTMANHNYNCRIMEVA

Hexachloroethane CTMANHNYNCRIMEVA

Isophorone CTMANHNYNCRIMEVA

Page 40 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

6251 in Water

Naphthalene CTMANHNYNCRIMEVA

Nitrobenzene CTMANHNYNCRIMEVA

2-Nitrophenol CTMANHNYNCRIMEVA

4-Nitrophenol CTMANHNYNCRIMEVA

N-Nitrosodimethylamine CTMANHNYNCRIMEVA

N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA

2-Methylnaphthalene NC

Phenanthrene CTMANHNYNCRIMEVA

2-Methylphenol NYNC

Phenol CTMANHNYNCRIMEVA

34-Methylphenol NYNC

Pyrene CTMANHNYNCRIMEVA

124-Trichlorobenzene CTMANHNYNCRIMEVA

246-Trichlorophenol CTMANHNYNCRIMEVA

2-Fluorophenol NC

2-Fluorophenol NCVA

Phenol-d6 VA

Nitrobenzene-d5 VA

EPA 2007 in Water

Iron CTMANHNYRINCMEVA

Hardness CTMANHNYRIVA

EPA 2008 in Water

Antimony CTMANHNYRINCMEVA

Arsenic CTMANHNYRINCMEVA

Cadmium CTMANHNYRINCMEVA

Chromium CTMANHNYRINCMEVA

Copper CTMANHNYRINCMEVA

Lead CTMANHNYRINCMEVA

Nickel CTMANHNYRINCMEVA

Selenium CTMANHNYRINCMEVA

Silver CTMANHNYRINCMEVA

Zinc CTMANHNYRINCMEVA

EPA 2451 in Water

Mercury CTMANHRINYNCMEVA

EPA 3000 in Water

Chloride NCNYMAVAMENHCTRI

EPA 3501 in Water

Ammonia as N NCNYMANHRIMEVA

SM21-22 2540D in Water

Total Suspended Solids CTMANHNYRINCMEVA

SM21-22 3500 Cr B in Water

Hexavalent Chromium NYCTNHRIMEVANC

SM21-22 4500 CL G in Water

Chlorine Residual CTMARIME

Page 41 of 44

Table of Contents

39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332

CERTIFICATIONS

Certified Analyses included in this Report

Analyte Certifications

SM21-22 4500 CN E in Water

Cyanide CTMANHNYRINCMEVA

Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations

Code Description Number Expires

AIHA AIHA-LAP LLC - ISO170252017 100033 0312022

MA Massachusetts DEP M-MA100 06302021

CT Connecticut Department of Publilc Health PH-0567 09302021

NY New York State Department of Health 10899 NELAP 0412021

NH-S New Hampshire Environmental Lab 2516 NELAP 0252021

RI Rhode Island Department of Health LAO00112 12302020

NC North Carolina Div of Water Quality 652 12312020

NJ New Jersey DEP MA007 NELAP 06302021

FL Florida Department of Health E871027 NELAP 06302021

VT Vermont Department of Health Lead Laboratory LL720741 07302021

ME State of Maine MA00100 0692021

VA Commonwealth of Virginia 460217 12142021

NH-P New Hampshire Environmental Lab 2557 NELAP 0962021

VT-DW Vermont Department of Health Drinking Water VT-255716 06122021

NC-DW North Carolina Department of Health 25703 07312021

PA Commonwealth of Pennsylvania DEP 68-05812 06302021

MI Dept of Env Great Lakes and Energy 9100 0962021

Page 42 of 44

Table of Contents

Page 43 of 44

Table of Contents

Page 44 of 44

Appendix C

Cutsheets

1

2

31

2

1

2

ROD HOOPS

C B A

6 EXTERNAL FEED LINE w

WELDED NIPPLE amp FISH PLATE 313

3

8

169

5

16

6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w

1

BLIND FLANGE 6 BUTTERFLY VALVE

1

(2)

1

2

Couplings

w Plugs

(3) 22 MANWAYS

6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE

ADD LIGHT PROTECTION

BARS BEHIND LIGHTS

480

GLADHAND w FISH PLATE

568

9

16

TUBE 4 x 2 x

1

4

x 65

7

8

TUBE 4 x 2 x

1

4

x 65

3

8

66

TOP OF WEIR TOP OF WEIR

6 TYP

65

1

2

WEIR WEIR

503

C B A

STANDARD SPECIFICATION

CAPACITY 18480 GALLONS (440 BBL)

SIDE SHEETS 14 A36 PLATE

FRONT SHEET 14 A36 PLATE

REAR SHEET 14 A36 PLATE

FLOOR 14 A36 PLATE

MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL

FLOOR CROSSMEMBERS 14 A36 PLATE

SIDE STAKES ONE PIECE 316 A36 PLATE

SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY

AXLE 775 TRACK 22500 LBS CAPACITY

TIRES 11R225 RADIAL

WHEELS 825 x 225 STEEL

MANWAYS 3 - 22 DIA CURB SIDE

VALVES 3 - 6 BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (FRONT)

1 - 6 DRAIN BUTTERFLY VALVE (REAR)

2 - 6 BLIND FLANGE CONNECTION (REAR)

INLET PIPING 1 - 6 PIPE SYSTEM (REAR)

BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)

(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)

PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT

(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT

2

ROD HOOPS

16

UNDER WEIR

OVER WEIR

TUBE 4 x 2 x

1

4

x 95

3

8

STIFFENER

12

90

11

16

T

YP

102

11

16

8T

YP

SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A

NOTE

This drawing is a representation baseline for this model of tank Variations between

this drawing and the actual equipment do exist primarily with appurtenance locations

sizes and quantities

65

3

4

102

118

86

11

16

16

ALL CONNECTIONS MUST

HAVE INTERNAL FLANGES

4 TYP

5

11

16

1

2

ROD HOOPS

22

512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031

PINNACLE MFG THIS DRAWING amp ALL INFORMATION

OTHERWISE NOTED

TOLERANCE UNLESS

NOTES

THEREON IS THE PROPERTY OF

PINNACLE Mfg LLC

1 DO NOT SCALE PRINT

X plusmn 060

2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST

XX plusmn 030

3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS

XXX plusmn 010

MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS

AL470-WT

Lockwood Spec

MATERIAL MATERIAL

FIRST USED ECN

DRW FK

DRAWING NO

SIZE REV

DATE 17-1004

SCALE NTS

BOOK NO

DESCRIPTION

PLASMA DXF FILE

B

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

LRT2
Rectangle
LRT2
Line

89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet

24

20

CATION EXCHANGE RESIN SOFTENING GRADE

Na FORM CGS

RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do

NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY

FEATURES amp BENEFITS

bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners

bull LOW COLOR THROW

bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop

bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA

Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse

HYDRAULIC PROPERTIES

Pressure Loss Backwash Expansion 100

40degF 60degF 80degF 100degF

40degF 60degF 80degF 100degF

Perc

ent

of E

xpan

sion

80

60

40

20

psi

ft o

f Res

in

16

12

04

00 0 00 50 100 150 200 00 30 60 90 120

gpm sqft gpm sqft

PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures

160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom

08

RESINTECHreg CGS

PHYSICAL PROPERTIES

Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity

Sodium form gt18 meqmL Water Retention

Sodium form 40 to 52 percent Approximate Shipping Weight

Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request

SUGGESTED OPERATING CONDITIONS

Maximum continuous temperature Sodium form 250˚F

Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration

Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft

APPLICATIONS

SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications

0 0 5 10 15 20

5

10

15

20

25

30

Cap

acit

y K

ilogr

ains

per

cu

ft

Salt Dose lbs per cu ft

CGS Softening Capacity

Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied

0 0 5 10 15 20

3

6

9

12

15

Leak

age

ppm

as

CaCO

3

Salt Dose lbs per cu ft

CGS Hardness Leakage

Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support

East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins

MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11

SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM

reg

RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers

FEATURES amp BENEFITS

bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA

bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers

bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS

bull SUPERIOR PHYSICAL STABILITY

bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications

For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels

HYDRAULIC PROPERTIES

Pres

sure

Dro

p p

sift

3

2

1

0

0 2 4

Pressure Drop

o F40

o F60

o F80

100o F

6 8 10 12 14 16 18 20

Flow Rate gpmsqft

Perc

ent E

xpan

sion

100

80

60

40

20

0

00

Backwash Expansion

o F40 o F

60o F

80

100

10 20 30

Flow Rate gpmsqft

o F

40

PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign

matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form

1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom

paul
Text Box

RESINTECHreg SBG1

PHYSICAL PROPERTIES

Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3

+Clndash

Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50

+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent

pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention

Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent

Solubility Insoluble Approximate Shipping Weight

Cl Form 44 lbscuft OH Form 41 lbscuft

Swelling Cl- to OH- 18 to 25 percent Total Capacity

Cl Form 145 meqml min OH Form 115 meqml min

SUGGESTED OPERATING CONDITIONS

Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF

Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates

Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft

OPERATING CAPACITY

The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table

Pounds NaOHft3

Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3

4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222

APPLICATIONS

DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications

RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams

Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions

RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates

CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins

Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions

SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC

GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS

PERFORMANCE

ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better

RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)

160degF constant PRESSURE RATING 150 psi

MATERIALS

TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel

Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact

plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional

REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The

register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking

hasp COATING Fusion-bonded epoxy

OPTIONS

bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal

flowrates bull Electronic Propeller Meter available in all sizes of this

model bull A complete line of flow recordingcontrol

instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results

McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS

Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order

FOR MORE INFORMATION CONTACT

copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom

paul
Rectangle
paul
Text Box

Appendix D

Supporting Information

- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR

^ _ _ a _ _ _ bc

13

13

13 13 13 13 13 13 13 13 13 13 13

Documentation of the Results of the ESA Eligibility Determination

Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area

An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site

bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County

Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat

Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat

United States Department of the Interior FISH AND WILDLIFE SERVICE

New England Ecological Services Field Office 70 Commercial Street Suite 300

Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104

httpwwwfwsgovnewengland

In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street

Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project

To Whom It May Concern

The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)

New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list

The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat

2 12162020 Event Code 05E1NE00-2021-E-02261

A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212

If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at

httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF

Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats

Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml

We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office

Attachment(s)

Official Species List

1 12162020 Event Code 05E1NE00-2021-E-02261

Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action

This species list is provided by

New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541

2 12162020 Event Code 05E1NE00-2021-E-02261

Project Summary Consultation Code 05E1NE00-2021-SLI-0752

Event Code 05E1NE00-2021-E-02261

Project Name 1600 Osgood Street

Project Type Water Withdrawal Depletion

Project Description Construction Dewatering

Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W

Counties Essex MA

3 12162020 Event Code 05E1NE00-2021-E-02261

Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list

Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species

IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the

Department of Commerce

See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions

1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce

Mammals NAME STATUS

Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045

Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION

Documentation of the National Historic Preservation Act Eligibility Determination

As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties

MACRIS Search Results

Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure

Inv No Property Name Street Town Year

Wednesday December 16 2020 Page 1 of 1

  • Cover Sheets
  • Figure 1 - Locus Plan
  • Figure 2A - Site Plan Building 40
  • Figure 2B - Site Plan Building 50
  • Figure 3- Water Treatment System
    • Figure 4 - Water Treatment Systemvsdx
      • Page-1
          • Cover Sheets
          • NOIFillable
            • Untitled
              • Cover Sheets
                • Blank Page
                  • RTNs
                  • Cover Sheets
                  • Cover Sheets
                    • Blank Page
                      • Cover Sheets
                      • Cover Sheets
                      • 18000 gal Weir Tank 2019 AL470 WT Lockwood 17-1004
                      • LRT Multi bag Filter Housing
                      • LRT Bag Filter
                      • LRT - 10000 Drawing
                        • LRT HPAF-10000
                          • Data Sheet Reactivated GAC - LRT
                          • CGS
                          • SBG1
                          • 4-inch Flow Meter
                          • Cover Sheets
                          • MassDEP Phase 1 Site Assessment Map
                          • ESA Determination Results
                          • Species List_ New England Ecological Services Field Office (9)
                            • United States Department of the Interior
                              • FISH AND WILDLIFE SERVICE
                                • Official Species List
                                  • Project summary
                                  • Endangered Species Act species
                                    • Mammals
                                    • Critical habitats
                                      • NHP Determination Results
                                      • MHCRpt (18)
                                      • Blank Page
                                      • MALimits WQBEL Outfall 001pdf
                                        • EnterData
                                        • FreshwaterResults
                                          • MALimits WQBEL Outfall 002pdf
                                            • EnterData
                                            • FreshwaterResults
                                              • RGP Data 20L0887_2 Contest_Final 12 31 20 1505pdf
                                                • Table of Contents
                                                  • Sample Summary
                                                  • Case Narrative
                                                  • Sample Results
                                                    • 20L0887-01
                                                    • 20L0887-02
                                                      • Sample Preparation Information
                                                      • QC Data
                                                        • Volatile Organic Compounds by GCMS
                                                          • B273078
                                                            • Semivolatile Organic Compounds by GCMS
                                                              • B273270
                                                                • Semivolatile Organic Compounds by - GCMS
                                                                  • B273158
                                                                    • Polychlorinated Biphenyls By GCECD
                                                                      • B273089
                                                                        • Metals Analyses (Total)
                                                                          • B273164
                                                                          • B273165
                                                                          • B273201
                                                                            • Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
                                                                              • B273029
                                                                              • B273038
                                                                              • B273059
                                                                              • B273112
                                                                              • B273331
                                                                              • B273396
                                                                                • Drinking Water Organics EPA 5041
                                                                                  • B273121
                                                                                      • Dual Column RPD Report
                                                                                      • FlagQualifier Summary
                                                                                      • Certifications
                                                                                      • Chain of CustodySample Receipt
                                                                                          • NOIFillablepdf
                                                                                            • Untitled
                                                                                              • MALimits WQBEL Outfall 001pdf
                                                                                                • EnterData
                                                                                                • FreshwaterResults
                                                                                                  • MALimits WQBEL Outfall 002pdf
                                                                                                    • EnterData
                                                                                                    • FreshwaterResults
                                                                                                          1. 1 Name of site 1600 Osgood Street
                                                                                                          2. Site address Street 1600 Osgood Street
                                                                                                          3. City North Andover
                                                                                                          4. State MA
                                                                                                          5. Zip 01845
                                                                                                          6. Contact Person Marc Criscuolo
                                                                                                          7. Telephone 203-410-4454
                                                                                                          8. Email markcriscuolowhiting-turnercom
                                                                                                          9. Mailing address Street 7000 Central Parkway Suite 970
                                                                                                          10. Federal Off
                                                                                                          11. StateTribal Off
                                                                                                          12. Private On
                                                                                                          13. Other if so specify Off
                                                                                                          14. City_2 Atlanta
                                                                                                          15. State_2 GA
                                                                                                          16. Zip_2 30328
                                                                                                          17. 3 Site operator if different than owner JDC Demolition Company Inc
                                                                                                          18. Contact Person_2 Chad Vincent
                                                                                                          19. Telephone_2 508-208-9388
                                                                                                          20. Email_2 cvincentjdcdemoinccom
                                                                                                          21. Mailing address Street_2 60 Gerard Street
                                                                                                          22. City_3 Boston
                                                                                                          23. State_3 MA
                                                                                                          24. Zip_3 02119
                                                                                                          25. RGP Off
                                                                                                          26. DGP Off
                                                                                                          27. CGP Off
                                                                                                          28. MSGP Off
                                                                                                          29. Individual NPDES permit Off
                                                                                                          30. Other if so specify_2 Off
                                                                                                          31. CERCLA Off
                                                                                                          32. UIC Program Off
                                                                                                          33. POTW Pretreatment Off
                                                                                                          34. CWA Section 404 Off
                                                                                                          35. MA Chapter 21e list RTNs On
                                                                                                          36. NH Groundwater Management Permit or Off
                                                                                                          37. Site owner HIP Transaction Services LLC
                                                                                                          38. Text1
                                                                                                          39. Text2
                                                                                                          40. Text001
                                                                                                          41. Text002 see attached
                                                                                                          42. Text003
                                                                                                          43. 1 Name of receiving waters Merrimack River
                                                                                                          44. Waterbody identification of receiving waters MA84A-04
                                                                                                          45. Classification of receiving waters Class B
                                                                                                          46. Outstanding Resource Water Off
                                                                                                          47. Ocean Sanctuary Off
                                                                                                          48. territorial sea Off
                                                                                                          49. Wild and Scenic River Off
                                                                                                          50. 2 Has the operator attached a location map in accordance with the instructions in B above check one Yes
                                                                                                          51. Are sensitive receptors present near the site check one No_2
                                                                                                          52. low flow 7Q10 Outfall 001=967cfs Outfall 002=000408cfs
                                                                                                          53. dilution factor Outfall 001=1079 Outfall 002= 102
                                                                                                          54. 6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated check one Yes_3
                                                                                                          55. check one Yes_4
                                                                                                          56. Contaminated groundwater On
                                                                                                          57. Contaminated surface water Off
                                                                                                          58. undefined Off
                                                                                                          59. undefined_2 Off
                                                                                                          60. undefined_3 Off
                                                                                                          61. VIII check one Yes_5
                                                                                                          62. Appendix VIII check one Off
                                                                                                          63. surface water
                                                                                                          64. specify_3
                                                                                                          65. undefined_4 Off
                                                                                                          66. Text3
                                                                                                          67. municipality
                                                                                                          68. date_1 12232020 and 12302020
                                                                                                          69. Text004 Escherichia Coli PCB in Fish Tissue Phosphorus (Total)
                                                                                                          70. 2 Source water contaminants Inorganics Halogenated Volatile Organic Compounds
                                                                                                          71. Yes_7 Off
                                                                                                          72. No If yes indicate the contaminants and On
                                                                                                          73. undefined_5 Off
                                                                                                          74. undefined_6 Off
                                                                                                          75. undefined_7 Off
                                                                                                          76. undefined_8 On
                                                                                                          77. undefined_9 Off
                                                                                                          78. undefined_10 On
                                                                                                          79. undefined_11 Off
                                                                                                          80. Outfalls 001 (Building 50)13002 (Building 40)
                                                                                                          81. Outfall locations Latitude Longitude 42733529 -711213011342728185 -71118483
                                                                                                          82. Direct discharge to the receiving water On
                                                                                                          83. Indirect discharge if so specify On
                                                                                                          84. A private storm sewer system On
                                                                                                          85. A municipal storm sewer system Off
                                                                                                          86. Has notification been provided to the owner of this system check one Yes_8
                                                                                                          87. Yes_9 On
                                                                                                          88. No if so explain with an estimated timeframe for Off
                                                                                                          89. Has the operator attached a summary of any additional requirements the owner of this system has specified check one No_8
                                                                                                          90. less than 12 months On
                                                                                                          91. 12 months or more Off
                                                                                                          92. is an emergency discharge Off
                                                                                                          93. undefined_12 On
                                                                                                          94. undefined_13 Off
                                                                                                          95. specify1 Treated water will be discharged to two catch basins on site One is a direct discharge and the other is an indirect discharge to the Merrimack River
                                                                                                          96. permission Owner is aware of project and required dewatering and discharge to existing drainage system
                                                                                                          97. date 212021 - 12302021
                                                                                                          98. I PetroleumRelated Site Remediation Off
                                                                                                          99. II NonPetroleumRelated Site Remediation Off
                                                                                                          100. III Contaminated Site Dewatering On
                                                                                                          101. IV Dewatering of Pipelines and Tanks Off
                                                                                                          102. V Aquifer Pump Testing Off
                                                                                                          103. VI Well DevelopmentRehabilitation Off
                                                                                                          104. VII Collection Structure DewateringRemediation Off
                                                                                                          105. VIII DredgeRelated Dewatering Off
                                                                                                          106. A Inorganics Off
                                                                                                          107. B NonHalogenated Volatile Organic Compounds Off
                                                                                                          108. C Halogenated Volatile Organic Compounds Off
                                                                                                          109. D NonHalogenated SemiVolatile Organic Compounds Off
                                                                                                          110. E Halogenated SemiVolatile Organic Compounds Off
                                                                                                          111. F Fuels Parameters Off
                                                                                                          112. undefined_14 On
                                                                                                          113. H Sites with Unknown Contamination Off
                                                                                                          114. A Inorganics_2 On
                                                                                                          115. B NonHalogenated Volatile On
                                                                                                          116. C Halogenated Volatile Organic On
                                                                                                          117. D NonHalogenated SemiVolatile Off
                                                                                                          118. E Halogenated SemiVolatile Off
                                                                                                          119. F Fuels Parameters_2 Off
                                                                                                          120. Text15 1
                                                                                                          121. Check Box1 Yes
                                                                                                          122. Check Box2 Off
                                                                                                          123. Check Box3 Yes
                                                                                                          124. Check Box4 Off
                                                                                                          125. Check Box5 Yes
                                                                                                          126. Check Box6 Off
                                                                                                          127. Check Box7 Yes
                                                                                                          128. Check Box8 Off
                                                                                                          129. Check Box9 Yes
                                                                                                          130. Check Box10 Off
                                                                                                          131. Check Box11 Off
                                                                                                          132. Check Box12 Off
                                                                                                          133. Check Box13 Off
                                                                                                          134. Check Box14 Yes
                                                                                                          135. Check Box15 Off
                                                                                                          136. Check Box16 Off
                                                                                                          137. Check Box18 Yes
                                                                                                          138. Check Box19 Yes
                                                                                                          139. Check Box20 Yes
                                                                                                          140. Check Box21 Off
                                                                                                          141. Check Box22 Yes
                                                                                                          142. Check Box23 Yes
                                                                                                          143. Check Box24 Off
                                                                                                          144. Check Box25 Yes
                                                                                                          145. Check Box26 Yes
                                                                                                          146. Check Box27 Off
                                                                                                          147. Check Box28 Off
                                                                                                          148. Check Box29 Yes
                                                                                                          149. Check Box30 Off
                                                                                                          150. Check Box31 Yes
                                                                                                          151. Check Box32 Yes
                                                                                                          152. Check Box33 Off
                                                                                                          153. Check Box34 Off
                                                                                                          154. Check Box35 Yes
                                                                                                          155. Check Box36 Off
                                                                                                          156. Check Box37 Yes
                                                                                                          157. Check Box38 Off
                                                                                                          158. Check Box39 Yes
                                                                                                          159. Check Box40 Yes
                                                                                                          160. Check Box41 Yes
                                                                                                          161. Check Box42 Yes
                                                                                                          162. Check Box43 Yes
                                                                                                          163. Check Box44 Off
                                                                                                          164. Check Box45 Off
                                                                                                          165. Check Box46 Off
                                                                                                          166. Check Box47 Off
                                                                                                          167. Text14 1
                                                                                                          168. Text16 350
                                                                                                          169. Text17 100
                                                                                                          170. Text18 lt100
                                                                                                          171. Text19 lt100
                                                                                                          172. Text20 300
                                                                                                          173. Text21 1
                                                                                                          174. Text22 1
                                                                                                          175. Text23 1
                                                                                                          176. Text24 1
                                                                                                          177. Text25 1
                                                                                                          178. Text26 1
                                                                                                          179. Text27 1
                                                                                                          180. Text28 1
                                                                                                          181. Text29 1
                                                                                                          182. Text30 1
                                                                                                          183. Text31 1
                                                                                                          184. Text32 1
                                                                                                          185. Text33 1
                                                                                                          186. Text34 1
                                                                                                          187. Text35 1
                                                                                                          188. Text36 1
                                                                                                          189. Text37 4500
                                                                                                          190. Text38 2540
                                                                                                          191. Text39 2008
                                                                                                          192. Text40 2008
                                                                                                          193. Text41 2008
                                                                                                          194. Text42 2008
                                                                                                          195. Text43 3500
                                                                                                          196. Text44 2008
                                                                                                          197. Text45 2007
                                                                                                          198. Text46 2008
                                                                                                          199. Text47 2451
                                                                                                          200. Text48 2008
                                                                                                          201. Text49 2008
                                                                                                          202. Text50 2008
                                                                                                          203. Text51 2008
                                                                                                          204. Text52 4500
                                                                                                          205. Text53 50000
                                                                                                          206. Text54 20
                                                                                                          207. Text55 2500
                                                                                                          208. Text56 10
                                                                                                          209. Text57 080
                                                                                                          210. Text58 020
                                                                                                          211. Text59 32
                                                                                                          212. Text60 4
                                                                                                          213. Text61 10
                                                                                                          214. Text62 50
                                                                                                          215. Text63 050
                                                                                                          216. Text64 01
                                                                                                          217. Text65 50
                                                                                                          218. Text66 50
                                                                                                          219. Text67 02
                                                                                                          220. Text68 10
                                                                                                          221. Text69 1
                                                                                                          222. Text70 400000
                                                                                                          223. Text71 lt20
                                                                                                          224. Text72 14000000
                                                                                                          225. Text73 lt10
                                                                                                          226. Text74 23
                                                                                                          227. Text75 11
                                                                                                          228. Text76 450
                                                                                                          229. Text77 lt4
                                                                                                          230. Text78 150
                                                                                                          231. Text79 100000
                                                                                                          232. Text80 78
                                                                                                          233. Text81 lt01
                                                                                                          234. Text82 270
                                                                                                          235. Text84 lt02
                                                                                                          236. Text85 250
                                                                                                          237. Text86 lt1
                                                                                                          238. Text87 400000
                                                                                                          239. Text88 lt20
                                                                                                          240. Text89 14000000
                                                                                                          241. Text90 lt10
                                                                                                          242. Text91 23
                                                                                                          243. Text92 11
                                                                                                          244. Text93 450
                                                                                                          245. Text94 lt4
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                                                                                                          247. Text96 100000
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                                                                                                          509. Check Box119 Yes
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                                                                                                          534. Text145 Hardness
                                                                                                          535. Text146
                                                                                                          536. Text147 Receiving Water
                                                                                                          537. Text148 Arenic
                                                                                                          538. Text149 Chromium
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                                                                                                          542. Text153 Zinc
                                                                                                          543. Text154 Hardness
                                                                                                          544. Text155 Ammonia (ugL)
                                                                                                          545. Text156
                                                                                                          546. Text157
                                                                                                          547. Text300 1
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                                                                                                          623. Text372 2008
                                                                                                          624. Text377 2007
                                                                                                          625. Text382 2008
                                                                                                          626. Text387 2008
                                                                                                          627. Text392 2007
                                                                                                          628. Text373 10
                                                                                                          629. Text378 50
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                                                                                                          638. Text380 1300
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                                                                                                          644. Text401
                                                                                                          645. Text406
                                                                                                          646. Text397 3501
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                                                                                                          648. Text407
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                                                                                                          651. Text408
                                                                                                          652. Text399 730
                                                                                                          653. Text409
                                                                                                          654. Text400 730
                                                                                                          655. Text405
                                                                                                          656. Text410
                                                                                                          657. Text404
                                                                                                          658. AdsorptionAbsorption Off
                                                                                                          659. Advanced Oxidation Processes Off
                                                                                                          660. Air Stripping Off
                                                                                                          661. Granulated Activated Carbon GACLiquid Phase Carbon Adsorption On
                                                                                                          662. Ion Exchange On
                                                                                                          663. PrecipitationCoagulationFlocculation Off
                                                                                                          664. SeparationFiltration Off
                                                                                                          665. Other if so specify_4 Off
                                                                                                          666. Fractionation tanks On
                                                                                                          667. Equalization tank Off
                                                                                                          668. Oilwater separator Off
                                                                                                          669. Mechanical filter Off
                                                                                                          670. Media filter Off
                                                                                                          671. Chemical feed tank Off
                                                                                                          672. Air stripping unit Off
                                                                                                          673. Bag filter On
                                                                                                          674. Other if so specify_5 Off
                                                                                                          675. Chlorination Off
                                                                                                          676. Dechlorination Off
                                                                                                          677. Yes_11 On
                                                                                                          678. No if so provide justification Off
                                                                                                          679. gpm 400
                                                                                                          680. gpm2 400
                                                                                                          681. gpm3 300
                                                                                                          682. volume
                                                                                                          683. 4 Has the operator attached a schematic of flow in accordance with the instructions in E above check one Yes_12
                                                                                                          684. Text4
                                                                                                          685. Text5 Source water will be pumped from the excavation to a 18000 gallon weir tank for primary settling Water will then be pumped to a multi-bag filter skid (with two multi-bag filter housings) followed by two carbon vessels plumbed in series Each carbon vessel will contain reactivated carbon Discharge from the carbon vessels will pass through a flow metertotalizer prior to discharge to an on site catch basin that has a final outfall in the Merrimack River Two resin vessels one containing cation and one containing anion will be added after the carbon vessels if metals are found to be above applicable RGP effluent limitations1313
                                                                                                          686. Text6
                                                                                                          687. Text7
                                                                                                          688. Text8 Carbon vessels Ion Exchange Vessels
                                                                                                          689. 1 Indicate the types of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharges check all that apply Off
                                                                                                          690. Algaecidesbiocides Off
                                                                                                          691. Antifoams Off
                                                                                                          692. Coagulants Off
                                                                                                          693. Corrosionscale inhibitors Off
                                                                                                          694. Disinfectants Off
                                                                                                          695. Flocculants Off
                                                                                                          696. Neutralizing agents Off
                                                                                                          697. Oxidants Off
                                                                                                          698. Oxygen Off
                                                                                                          699. pH conditioners Off
                                                                                                          700. Bioremedial agents including microbes Off
                                                                                                          701. Chlorine or chemicals containing chlorine Off
                                                                                                          702. Other if so specify_6 Off
                                                                                                          703. Yes_13 Off
                                                                                                          704. No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section Off
                                                                                                          705. check one_2 Off
                                                                                                          706. FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the Off
                                                                                                          707. FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion formal consultation Off
                                                                                                          708. FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical On
                                                                                                          709. or a written concurrence by FWS on a finding that the discharges and related activities are not likely to adversely affect listed species or critical habitat Off
                                                                                                          710. Yes_15 Off
                                                                                                          711. No if no is consultation underway check one Off
                                                                                                          712. No_11 Off
                                                                                                          713. the operator Off
                                                                                                          714. EPA Off
                                                                                                          715. Other if so specify_7 Off
                                                                                                          716. Text9
                                                                                                          717. Text10
                                                                                                          718. Text005
                                                                                                          719. NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have no effect or are not likely On
                                                                                                          720. listed species Has the operator previously completed consultation with NMFS check one No_12
                                                                                                          721. 2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above check one Yes_17
                                                                                                          722. Yes_18 Off
                                                                                                          723. No if yes attach On
                                                                                                          724. Criterion A No historic properties are present The discharges and dischargerelated activities eg BMPs do not have the potential to cause effects on On
                                                                                                          725. Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties Off
                                                                                                          726. Criterion C Historic properties are present The discharges and dischargerelated activities have the potential to have an effect or will have an adverse Off
                                                                                                          727. 2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above check one Yes_19
                                                                                                          728. other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties check one No_15
                                                                                                          729. Has the operator attached data including any laboratory case narrative and chain of custody used to support the application check one Yes_21
                                                                                                          730. Has the operator attached the certification requirement for the Best Management Practices Plan BMPP check one Yes_22
                                                                                                          731. Text11
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