excavation of test pits - 2 woodbine street property ... · south of test pit 6a. at a depth of...

2 WOODBINE STREET

TAUNTON, MASSACHUSETTS

EXCAVATION OF TEST PITS

PREPARED FOR:

Paul K. Donnelly, Environmental Coordinator City of Taunton Building Department

City Hall 15 Summer Street

Taunton, MA 02780-3430

PREPARED BY:

RESOURCE CONTROL ASSOCIATES, INC. 474 Broadway

Pawtucket, RI 02860 401-728-6860

DATE: May 22, 2001

May 22, 2001

R E S O U R C E C O N T R O L S

The proven solution to your

environmental needs.

Paul K. Donnelly, Environmental Coordinator City of Taunton Building Department City Hall 15 Summer Street Taunton, MA 02780-3430

SUBJECT: 2 Woodbine Street Taunton, Massachusetts Excavation of Test Pits

Dear Mr. Donnelly:

Resource Control Associates, Inc. ("Resource Controls") is pleased to submit this summary of the Test Pit Excavation work task outlined in the Phase II Scope of Work.

INTRODUCTION

In March 2000, Resource Controls installed Test Pit 6A at the approximate location of Test Pit 6. Apparent drum fragments were encountered at a depth of approximately 12 feet. The fragments contained viscous, bright yellow and green residues exhibiting an intense odor. Headspace analysis of a soil sample collected from a depth of 12 feet showed greater than 9,999 ppm of volatile organic compounds. One sample was collected for laboratory analysis, which reported concentrations of toluene of 8,000,000 parts per billion. The test pit was immediately backfilled after the sample was collected.

In April 2001, Resource Controls returned to the Site to excavate additional test pits and delineate the extent of contamination. Refer to the Locus Map (Figure 1) for the Site location. Test pit excavation was performed by Western Oil, Inc., of Lincoln, Rhode Island.

474 Broadway

Pawtucket,RI 02860-1377

401 728-6860

Fax 401 727-1849

90 Madison Street

Suite 610

. Worcester, MA 01608

ko8 798-6552 Fax 508 798-9186

TEST PIT OBSERVATIONS

Resource Controls began excavation with Test Pit 7, located approximately 10 feet south of Test Pit 6A. At a depth of approximately 11.5 feet, a piece of drum debris, approximately half of a 55-gallon drum, was uncovered. Between 11.5 feet and 13 feet, several pieces of drum debris, and what appeared to be several paint cans were uncovered. Some of the pieces of drum debris were dripping a thick black liquid, similar in appearance to No. 4 or No. 6 oil. In addition, a few dozen small glass jars

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MAY 22, 2001 PAGE NO. 2

DONNELLY / TAUNTON BLDG. DEPlI 2 WOODBINE STREET - TEST PIT PROGRAM

were uncovered. The jars appeared to be approximately 60 ml in volume, and had a band of yellow tape around the middle of each jar. Some of the jars were filled with a viscous yellow fluid, and several were filled with a white crystalline substance. None of the jars were labeled.

At a depth of approximately 13 feet, what appeared to be a crushed 55-gallon drum was uncovered. No labels or markings were observed on the drum, and the drum was dripping a viscous, black liquid exhibiting an intense odor. Photoionization (PID) readings taken near this drum were in excess of 2,000 ppm. A sample was collected of soil at a depth of 13 feet for laboratory analysis for VOCs. In addition. Resource Controls obtained an air sample from the bottom of Test Pit 7, using a Tedlar bag and a hand pump. This sample was submitted to the laboratory for analysis for VOCs via EPA Method TO-14. All of the debris was then returned to the pit and the pit was backfilled.

Resource Controls then proceeded to excavate Test Pit 8, Test Pit 9 and Test Pit 10. Test Pit 8 was located to the east of Test Pit 6 A, Test Pit 9 was located to the north of Test Pit 6 A, and Test Pit 10 was located to the west of Test Pit 6A. Refer to the Site Plan (Figure 2)for the approximate locations of the Test Pits. These three test pits were excavated to depths of 10 feet to 16.5 feet. No drum debris or other suspect containers were uncovered, and no odors were noticed. Except for the presence of'fill material, such as bricks, concrete and asphalt debris, the soil appeared to be native, primarily consisting of dark brown very fine-fine sand and silt. Soil samples were collected from the bottom of these three test pits for laboratory analysis for VOCs. ^

While backfilling Test Pit 10, the property owner, Mr. Rose, appeared on site. He inquired why we were digging in the area of Test Pit 10. When told that we were looking for buried drums, Mr. Rose indicated the area of Test Pits 6A and 7 and stated that the drums were located there. He stated that the road to the property used to end at Test Pits 6A and 7, and that he had seen trucks pull up to the edge and dump drums.

Based on the lack of visual evidence in Test Pits 8, 9 and 10, Resource Controls excavated Test Pit 11, approximately 10 feet further south of Test Pit 7. Test Pit 11 was excavated to a depth Of approximately 12 feet, when bedrock ledge was encountered. No suspect drums or containers were observed, and no suspect odors were detected. A soil sample was collected from the bottom of this test pit for laboratory analysis and the test pit was backfilled. Refer to the Test Pit Logs (Appendix A) for specific soil lithology and head space readings. Refer to the Site Photographs (Appendix B) for photographs of the excavations.

Six soil samples were collected from the test pits and submitted to the laboratory for analysis for volatile organic compounds (VOCs) by EPA Method 8260B. Laboratory analysis reported concentrations of VOCs above laboratory method detection limits in all six samples. The soil sample collected from Test Pit 7, at a depth of 13 feet, reported a concentration of 1,2,4-trichlorobenzene of 1,100,000 micrograms per kilogram (ug/kg). This concentration is in excess of MCP Method 1 Soil Standards. Refer to the Soil Analytical Summary (Table 1) for the laboratory analytical summary.


The proven solution to your environmental needs.

R E S O U R C E r n u T D n i c M A Y 2 2 ' 2 0 0 1

C O N T R O L S PAGE NO. 3 DONNELLY / TAUNTON BLDG. DEPT.

The proven solution to your 2 WOODBINE STREET - TEST PIT PROGRAM environmental needs.

AIR MONITORING

Resource Controls obtained one air sample from Test Pit 7, at a depth of 13 feet. The air sample was submitted for laboratory analysis of VOCs by EPA Method TO-14. Laboratory analysis reported concentrations of VOCs in excess of laboratory method detection limits. Concentrations of toluene and trichloroethene were reported at 606 and 172 parts per billion by volume (PPBv) respectively. Refer to the Air Analytical Summary (Table 2) for the laboratory analytical summary. Laboratory analytical data is attached as Appendix C.

HEALTH AND SAFETY PROCEDURES IMPLEMENTED

As a component of Resource Controls' health and safety plan, prior to beginning test pit excavations, Resource Controls field personnel created an exclusion zone around the perimeter of the work area to control access. Personnel within the work zone consisted of a Resource Controls field technician, said a backhoe operator and field technician from Western Oil. All personnel wore respirators equipped with organic vapor cartridges. Personnel other than the backhoe operator were outfitted in Level C personal protective equipment (PPE), including disposable Tyvek suits, overboots, and both latex and nitrile gloves.

IAS required by the MCP, based on the use of Level C PPE, prior notification of the field work was provided to the Mayor and the Board of Health of the City of Taunton. Notifications were also provided by telephone to the Taunton Fire and Police Departments.

CONCLUSIONS AND RECOMMENDATIONS

Based on the results of this investigation, the apparent source of the release at the Site is a localized area, approximately 10-20 feet in diameter, approximately 10-16 feet below grade, where drums were reportedly buried and drum fragments, glass jars, liquids, and semi-volatile materials were encountered.

This investigation resulted in the identification of what appears to be a major source of the volatile organic compounds previously detected in soil and groundwater on-site. Resource Controls recommends that, at a minimum, proposed Phase II investigations as outlined in our proposal dated September 9, 2000, be completed. Proposed tasks include the collection of sediment and water samples from on-site wetlands, and the installation of additional monitoring wells at and downgradient of the fill area. In addition, we recommended the completion of quarterly groundwater monitoring events and aquifer tests to assess groundwater conditions at the Site. We also recommended preparation of a RAM Plan for excavation of the source area. While the extent of the source area appears to be limited, the City of Taunton has stated that it wishes to consult with the MADEP and U.S. EPA before proceeding further.

R E S O U R C E C O N T R O L S T AGENO0!

DONNELLY / TAUNTON BLDG. DEPT. The proven solution to your 2 WOODBINE STREET - TEST PIT PROGRAM

environmental needs.

We are available to discuss the results of the test pit excavation and our recommendations for further investigations, in consideration of MADEP, U.S. EPA and City of Taunton requirements. Please call Patrick D. Corcoran or Robert D. Atwood at your convenience if you have questions or comments.

Very truly yours,

RESOURCE CONTROL ASSOCIATES, INC.

Timothy F. Nevins Environmental Scientist

/nrvH PP T

FIGURES

Figure 1 - Site Locus Map Figure 2 - Test Pit Locations

Please note that Figure 1 ~ Site Locus Map — was not included in the copy of this report provided to START for this Administrative Record File.

NOTE:

DEPICTED LOCATIONS OF TP-7, 8. 9, 10 AND 11 ARE PRELIMINARY.

*

TP—1

TP—2

TP—3

TP—8

TP—6

TP—11

TP—10

-A-MW-1 ̂

MW-1D

so

Awma. Seal* 1 Inch - 50 hat

frill HI

£ * §


474 Broadway, Pawtucfcst, M 02860 401.728.6860 Fax 401.727.1848

90 Modtoon Street Wareeater. MA 01608 S08.798.6SS2 Fax 508.7084186

TEST PIT LOCATIONS

2 WOODBINE STREET TAUNTON, MA

DRAWN BY:

TMR

PROJECT

A4640

PRINT DATE FIGURE

05/14/01 F \0RAWINC5\43C0.:)0\A4i40\464i:PROPTP OwO

TABLES

TABLE 1

WOODBINE ST - TAUNTON, MASSACHUSETTS

SOIL ANALYTICAL SUMMARY

PARAMETER

SAMPLE

DEPTH

DATE

SAMPLE LOCATION

TP-7

12"

20-Apr-01

TP-7

13'

20-Apr-01

TP-8

15.5'-16'

20-Apr-01

TP-9

10M0.5'

20-Apr-01

TP-10

12'

20-Apr-01

TP-11

11.5-12'

20-Apr-01

MCP METHOD 1 STANDARDS

S-1/GW-3 S-2/GW-3 S-3/GW-3 VOLATILE ORGANIC COMPOUNDS BY EPA METHOD 8260B (ug/kg)

Toluene

1,2,4-Trichlorobenzene


Tetrachloroethene

Trichlororethene

Vinyl Chloride

Naphthalene

Other VOCs

TABLE 2

•WOODBINE ST - TAUNTON, MASSACHUSETTS

AIR ANALYTICAL SUMMARY

SAMPLE: TP-7

DEPTH: 13'

DATE: 4/20/01

Concentration in

UG/M3

Concentration in PPBv

VOLATILE ORGANIC COMPOUNDS BY EPA METHOD TO-14

Toluene

cis 1,2-Dichloroethene

Methylene Chloride

Trichlororethene

Vinyl Chloride

Other VOCs

2317.9

67.4

76.4

924.4

APPENDIX A

Test Pit Logs

RESOURCE CONTROLS TEST PIT LOG

Project: 2 Woodbine Street

Location: Taunton, MA

Test pit dimensions: 10' L x 3' W (approx)

Face of Test Pit logged: Date excavated: 4/20/01

Project No.: A4640

Sheet No.:

Depth to water: Not encountered

Estimated stripping depth: Logged by: Tim Nevins

Surface elevation:

DEPTH (feet)

Sample No.

Surface cond itions:

Description Elevation

(feet) Remarks

Dark brown-black vf-f sand and silt, trace fill material. PIP reading

8.0 ppm.

(7.5*) Dark brown vf-f sand and silt, some cobbles. PIP reading

6.0 ppm.

10

Drum debris encountered @ 11.5'. Soil lithology is the same as

11 7,5' PIP reading 110 ppm.

12 Additional drum debris, glass bottles and paint cans located

between 11.5 and 13'.

13 Soil lithology is the same as 7.5'. PIP reading 200 ppm

14

15 Groundwater

i Date Time

Not encountered

Depth/Ft.

Hrs. after compl.

M. (W) Cu. Ft.

Summary

JSL 8"to18"Diam: No.

Over 18" Diam: No.

Vol. Vol.

-Cu. Ft/

.Cu. Ft.

Depth Jar Samples Bag Samples Groundwater Test Pit No.

TP 7






Project No.: A4640

Sheet No.



Surface elevation:

DEPTH (feet)

Sample No.

Surface conditions


(feet) Remarks

Dark brown vf-f sand and silt and f-c cobbles.

Reddish grey vf-f sand and silt, trace clay, trace fill material.

10

11 No evidence of suspect containers, no suspect odors, no stained soil.

12

13 No evidence of suspect containers, no suspect odors, no stained soil.

14 Bottom of excavation @15.5-16'. Dark brown vf-f sand and silt,

trace boulders. PIP reading 30.0 ppm.

15 Groundwater

Date Time

Not encountered

Depth/Ft,

Hrs. after compl.

M. m. Cu. Ft.

Summary

(PL

8" to. ,18" Diam: _No.

Over 18" Diam: No.

Vol. Vol.

-Cu. Ft.

-Cu. Ft.

Depth —.— Jar Samples Bag Samples Groundwater Test Pit No.

TP 8




Test pit dimensions: 10'L x 3' W (approx)


Project No.: A4640

Sheet No.:



Surface elevation:

DEPTH (feet)

Sample No.



(feet) Remarks

Dark brown vf-f sand and silt, trace fill material. PIP reading

0.0 ppm.

(8-10*) Soil lithology is the same as above. No evidence of

suspect containers or odors, no stained soil.

10 Dark brown vf-f sand, some sjlt, some asphalt debris. PIP reading 12.0 ppm. Bedrock encountered at approximately

10-10.5'.

11

12

13

14

15 Groundwater

>Date Time

Not encountered

Depth/Ft.

Hrs. after compl.

(L) m

Cu. Ft. Summary

(D)

8".to 18" Diam:

Over 18" Diam:

No,

No.

Vol. Vol.

.Cu. Ft.

.Cu. Ft.

Depth Jar Samples Bag Samples Groundwater est Pit No.

TP 9






Project No.: A4640

Sheet No.

Depth to water: Not Encountered


Surface elevation:

DEPTH (feet)

Sample No.



(feet) Remarks

Dark brown vf-f sand and silt, some fill material.

Same as above

10 Same as above. No evidence of suspect containers or odors, no stained soil.

11

12 Same as above. PIP reading 120.0 ppm.

13

14

15 Groundwater

Date Time

Not encountered

Depth/Ft.

Hrs. after compl.

(U m

Cu. Ft, Summary

(D)

8" to 18" Diam: No,

Over 18" Diam:v No.

Vol. Vol.

.Cu, Ft.

-Cu. Ft.

Depth Jar Samples Bag Samples Groundwater

est Pit No. TP 10




Test pit dimensions: 10'L x 3' W (approx)


Project No.: A4640

Sheet No.

Depth to water-Not encountered


Surface elevation:

DEPTH (feet)

Sample No.



(feet) Remarks

Dark brown f sand, some silt, some f cobbles.

Same soil as above. No evidence of suspect containers or

odors. No stained soil.

10

11 1.5'-12') Same soil as above. PIP reading 30.0 ppm. Bedrock

encountered at 12'.

12 Groundwater

kDate Time

Not encountered

Depth/FL

Hrs. after compL

Cu. Ft. Summary

iy_ (W) (D)

8" to 18" Diam: - No.

Over18"Diam: No.

Vol.

Vol.

.Cu. Ft.-

.Cu. Ft.

Depth Jar Samples Bag Samples Groundwater Test Pit No.

TP 11

APPENDIX B

Site Photographs

Please note that the copies of the Site Photographs were not included in the copy of this report provided to START for this Administrative Record File.

Please note that the cover page to Appendix C was not included in the copy of this report provided to START for this Administrative Record File.

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GROUNDWATER ANALYTICAL

Field ID: Project: Client: Container: Preservation: Matrix: % Moisture:

EPA Method 8260B Volatile Organics by GC/MS

TP-7 13' Taunton Woodbine/A4640 012-A Resource Controls 40 mL VOA Vial Methanol / Cool Soil 9

Laboratory ID: QC Batch ID: Sampled: Received: Analyzed: Dilution Factor: Page:

40496-02 VM1-1956-S 04-20-01 04-20-01 04-27-01 200 1 of 2

Mi, 75-71-8 74-87-3 75-01-4 74-83-9 75-00-3" 75-69-4 60-29-7 75-35-4 76-13-1 67-64-1 75-15-0 75-09-2

156-60-5 1634-04-4 75-34-3

' 590-20-7 156:59-2 78-93-3 74-97-5 109-99-9 67-66-3 71-55-6 56-23-5 563-58-6_ 71-43-2" 107-06-2 79-01-6 78-87-5 74-95-3 75-27-4 __ 10061-01-5 108-10-1

79-00-5 127-18-4 142-28-9

"591-78-6 | 124-48-1

106 93-4

L°±92:7_ 630-20-6 "lOO îl-4"

Dichlorodifl uoromethane Chloromethane Vinyl Chloride Bromomethane Chloroethane Trich I prof I uoromethane Diethyl Ether 1,1 -Dichloroethene

BRL BRL

_BRL BRL BRL BRL BRL

1,1,2-Trichlonotrifluoroethane BRL Acetone Carbon Disulfide. Methylene Chloride

trans-1,2-Dichloroethene Methyl tert- butyl Ether (MTBE) 1,1-Dichloroethane 2,2-Dichloropropane cis-1,2-Dichloroethene 2-Butanone (MEK) Bromochloromethane Tetrahydrofuran (THF)

BRL_ BRL BRL

ug/Kg

ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg u^g ug/Kg

BRL ug/Kg ug/Kg

BRL BRL" BRL BRL

Chloroform 1,1,1 -T ri chloroethane Carbon Tetrachloride

1,1-Pichloropropene Benzene 1 >2-Dichloroethane Trichloroethene 1,2-Dichloropropane Di bromomethane Bromodichlqromefhane

108-88-3 10061-02-6"

cis-1,3-Dichloropropene 4-Methyl-2-Pentanone (MlBK)

Toluene trans-1,3-Dich I oropropene 1,1,2-T richloroethane

BRL BRL BRL BRL BRL BRL BRL

ug/Kg _ug^Kg_ ug/Kg ug/Kg ug/Kg ug/Kg -"g/Kg ug/Kg ug/Kg ug/Kg

BRL ug/Kg ug/Kg

BRL BRL

BRL BRL BRL BRL BRL

430,000 BRL

Tetrachloroethene 1,3-Dichloroprppane 2-Hexanone

BRL BRL BRL

D i brornoeh I orometharie 1,2 Dibromoethano (EDB) Chlorobenzene 1,1,1,2-Tetrachloroethane Ethylhen/fne

BRL BRL

ug/Kg ug/Kg Ug/Kg ug/Kg ug/Kg

_ Ug/Kg ug/Kg

140,000 140,000 140,000 140,000 146,600"" 140,000 69,000

690,000 690,000 690,000 280,000 69,000 69,000 69,000" 69,000 69,000 690,000 69,000 690,000 _69,000 _69,000

69,000"

69,000 69,000 69,000 69,000

69,000 69,000 69,000 69,000 690,000

ug/Kg 69,000 Ug/Kg 1 69,000 ug/Kg " J" 69,000" ug/Kg 69,000 ug/Kg 69,000 ug/Kg ug/Kg_

BRL BRL BRL

ug/Kg

"gftg ug/Kg

BRL ug/Kg

690,000 69,000 69,000 69,000 69,000 69,000

Groundwater Analytical, Inc., P.O. Box 1200, 228 Main 5treet> Buzzards Bay, MA 02532

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Field ID: TP-8 1S.5'-16' Project: Taunton Woodbine/A4640 012-A Client: Resource Controls Container: 40 mL VOA Vial Preservation: Methanol / Cool

Matrix: Soil % Moisture: IS

Laboratory ID: 40496-03 QC Batch ID: Sampled: Received: Analyzed: Dilution Factor: Page:

VM1-1956-S 04-20-01 04-20-01 04-27-01 1 1 of 2

Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532

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EPA Method 8260B (Continued) Volatile Organics by GC/MS

Field ID: TP-7 13"

Project: Taunton Woodbine/A4640 012-A Client: Resource Controls Container: 40 mL VOA Vial Preservation: Methanol / Coot Matrix: Soil % Moisture: 9

Laboratory ID: QC Batch ID: Sampled: Received: Analyzed: Dilution Factor:

Page:

40496-02 VM1-1956-S 04-20-01 04-20-01 04-27-01 200 2 Of 2

-©US Number- ssBim

108-36-3/106-42-3 meta- Xylene and para- Xylene BRL ug/Kg _69,000 69,000 95-47-6 ortho Xylene BRL ug/Kg

100-42-5 Styrene BRL tig/Kg 69,000 75-25-2 98^82-8

Bromoform BRL ug/Kg Isopropylbenzene

69,000 BRL ug/Kg 69,000

108-86-1 Bromobenzene BRL 79-34-5 1,1,2,2-Tetrachloroethane BRL

ug/Kg ug/Kg

69LOOO_ 69,000

96-18-4 1,2,3-Trichloropropane BRL ug/Kg 69,000 103-65-1 n -Propyl benzene BRL ug/Kg 69,000 95-49-8 2-Chlorotoluene

106-43-4 1,3,5-T rimethylbenzene

BRL BRL

ug/Kg ug/Kg

69,000 69,000"

4-Chlorotol uene BRL ug/Kg 69,000 98-06-6 95-63-6

ten- Butylbenzene BRL 1,2,4-Tri methyl benzene.

"8/Kg 69,000

135-98-8 sec-Butyl benzene BRL BRL

ug/Kg ug/Kg

69,000 "69,000

541-73-1 99-87-6""

1,3-Di ch I orobenzene 4-lsopropyltol uene

BRL BRL

ug/Kg 69,000

106-46-7 1,4-Dichlorobenzene BRL ug/Kg 69,000

95-50-1 1,2-Dichlorobenzene BRL 104-51-8 n-Butylbenzene BRL 96-12-8 120-82-1..

87-68-3 91-20-3 87-61-6

l,2-Dibromo-3-ch I oropropane BRL 1,2,4-T richlorobenzene 1,100,000 H exachl orob utad iene Naphthalene

BRL BRL

1,2,3-Trichlofobenzene 700,000

ug/Kg 69,000 ug/Kg 69,000 ug/Kg 69,000 ug/Kg 69,000 ug/Kg ug/Kg

_69,00t) 69,000

ug/Kg ug/Kg

69,000 "69,000

3;.-J.,... Ci£SutrogataCj>mpotihds Dibromofl uoromethane 90 % 8 0 - 1 2 0 % 1,2-Dichloroethane-d<

Toluene-da

4-B romof J uorobenzene

102 % 98 % 92 %

80- 120 % 81 - 117 %

~74 - 121 %

Method Reference: Test Methods for Evaluating Solid Waste, US EPA, SW-846, Third Edition, Update III (1996). Analyte list as specified in Tables 6 and 7 of the method, and additional analytes as specified by MA DEP Method 1 Standards (310 C.M.R. 40.0973) and recommended by NH DES for initial waste site investigations, effective 12/1/97. Results are reported on a dry weight basis. Analysis performed utilizing methanol extraction technique.

Report Notations: BRL Indicates concentration, if any, is below reporting limit tor analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution, percent moisture and sample size.

Groundwater Analytical, Inc., P.O. Bo* 1200, 228 Main Street, Buzzards Bay, MA 02532

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75-71-8 74>87-3

TP-8 15.5'-16' Taunton Wood bine/A4640 012-A Resource Controls 40 mL VOA Vial Methanol / Coal Soil IS

Laboratory ID: 40496-03

75-01-4 74-83-9

1 75-00-3 75-69-A_ 60-29-7 75-35-4 76-13-1 67-64-1 75-15-0 75-09-2 156-60-5 1634-04-4 75-3,4-3 " 590-20-7 " 156-59-2 " 78-93-3 74-97-5 109-99-9 67-66-3 71-55-6 56-23-5 563-58-6 71-43-2 107-06-2 79-01-6 78-87-5 74-95-3 75-27-4 10061-01-5 108-10-1 108-88-3 10061-02-6

79-00-5 127-18-4 142-28-9 591-78-6 124-48-1 106-934 108-90-7 630-20-6 10041-4

Dichlorodifluoromethane Chloromethane Vinyl Chloride Bromomethane

QC Batch ID: Sampled: Received: Analyzed: Dilution Factor. Page:

BRL BRL BR~L BRL

Chloroethane Trichloroftuoro methane Diethyl Ether

BRL

1,1 -Di ch I oroethene 1,1,2-Trichlorotrifluoroethane Acetone Carbon Disulfide Methylene Chloride vans- 1,2-Dichloroethene Methyl tert- butyl Ether (MTBE) 1,1 -Dichloroethane

BRL BRL BRL BRL_ BRL BRL BRL BRL BRL"

2,2-Dlch I oropropane Cls-1,2-Qichloroethene 2-Butanone (MEK) B romoch I oromethane Tetrahydrofuran (THF) Chloroform J, 1,1-Trichloroethane Carbon Tetrachloride 1,1-Dichloropropene

BRL BRL BRL_ BRL BR1_ BRL BRL BRL BRL

Benzene 1,2-Dichloroethane Trichloroethene 1,2-Dichloropropane Dibrbmomethane Bromodichloromethane cis-1,3-Dichloropropene

BRL BRL BRL

4,700 BRL BRL

4-Methyl-2-Pentanone (MIBK) Toluene .. trans- 1,3-Dichloropropene 1.1,2-T richloroethane Tetrachloroethene T,3-Dichlofopropane

BRJL_ JRL BRL BRL BRL BRL BRL

2-Hexanone Dibromochloromethane 1,2-Dibromoethane (CDB) Chlorobenzene 1,1,1,2-Tetrach loroethane Ethylbenzene

BRL

JRL" BRT BRL BRL BRL BRL

VM1-1956-S 04-20-01 04-20-01 04-27-01 1 1 of 2

ug/Kg ug/Kg

Ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg

ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg

Ug/Kg_ ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg

680 680 680 680 680 680 680

_340 _ "3,400 3,400

_3,400_ 1,400 340 340 340 340 340

1,400 _340_ 3,400 340_

" 340 340 340 340 340 340 340 340

340

340 3,400 340 340 340 340 340

3,400 340 340 340 340_ 340


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EPA Method 8260B (Continued) Volatile Organics by GC/M5


M&SNM 108-38-3/106-»2-3

95-47-6 _100-42-5_ 75-25-2

TP-a 15.5'-1$'

Taunton Woodbine/A4640 012-A Resource Controls 40 mL VOA Vial Methanol / Cool Soil 15

fH meta- Xylene and para- Xylene ort ho-Xylene Styrene

98-82-8

108-86-1


BRL

40496-03 VM1-1956-S 04-20-01 04-20-01 04-27-01 1 2 of 2

ug/Kg BRL

Bromoform

79-34-5 96-18-4 103-65-1 95-49-8 108-67-8 106-43-4

98-06-6 95-63-6 135-98-8

Isopropylbenzene Bromobenzene _ 1,1,2,2-Tetrachloroethane 1,2>3-T richloropropane n-Propyl benzene

2-Chlorotoluene 1,3,5-Trimethylbenzene 4-Chlprotoluene

BRL

BRL BRL

ug/Kg ug/Kg

_ugh

340 340 340 340 340

BRL BRL BRL BRL

BRL BRL

ug/Kg ug/Kg ug/Kg ug/Kg

"S/Kg ug/Kg

340 340

340 340

340 340

tert- Butylbenzene BRL BRL

ug/Kg 340

541-73-1

1,2,4-T ri methyl benzene sec-Butyl benzene 1,3-Dichlorobenzene

BRL ug/Kg_ ug/kg

340 340

BRL ug/Kg BRL

99-87-6 106-46-7

95-50-T 104-51-8 96-12-8

4-jsoprppyl toluene 1,4-Dichlorobenzene 1,2-Dichlorobenzene n-Butylbenzene

ug/Kg 340

340

Method Reference: Tesl Methods for Evaluating Solid Waste, US EPA, SW-846, Third Edition, Update III (1996). Analyte list as specified in Tables 6 and 7 of the method, and additional analytes as specified by MA DEP Method 1 Standards (310 C.M.R. 40.0973) and recommended by NH DES for initial waste site investigations, effective 12/1/97. Results are reported on a dry weight basis. Analysis performed utilizing methanol extraction technique.

Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution, percent moisture and sample size.


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EPA Method 8260B Volatile Organics by GC/M5

Field ID: TP-9 10-10.5 Project: Taunton Woodbine/A4640 012-A Client: Resource Controls Container: 40 mL VOA Vial Preservation: Methanol / Cool Matrix: Soil % Moisture: 13

Laboratory ID: QC Batch ID: Sampled: Received: Analyzed: Dilution Factor Page:

40496-04 VM1-1955-S

04-20-01 04-20-01 04-26-01 2 1 of 2

75-01-4 74-63-9

: Vinyl Chloride Brempmethane

75-00-3 Chloroethane 75-69-4 T richiorofluoromethane 60-29-7 Diethyl Ether

75-35-4 1,1-Dichloroethene 76-13-1 67-64-1

1,1,2-T richl protrifl uoroethane Acetone

75-15-0 Carbon Disulfide 75-09-2 Methylene Chloride

156-60-5 trans-1,2-Dichlbroethene 1634-04-4 Methyl ten- butyl Ether (MTBE)

75-34-3 590-20-7" 156-59-2,

1, l-Dichlorpethane 2,2-Dichloropropane c is-1,2-Dichloroethene

78-93-3 74-97-5 109-99-9*

2-Butanone (MEK) B rornpchl orornethane

67-66-3 _Tetrahyd rofuran (THF) Chloroform

71-55-6 56-23-5 563-56-6 71-43-2 107-06-2 79-01-6

1,1,1-Trichl proethane

Carbon Tetrachloride 1,1-Dichloropropene Benzene 1,2-pichloroethane T richloroethene

78-87-5 1,2-Pichloropropane 74-95-3 Dibromomethane 75-27-4 ; Bromodichloromethane 10061-01-5 cis-1,3-Dichloropropene 108-1 Orl 4-Methyl-2-Pentanpne (MIBK)

i 108-88-3 Toluene 10061-02-6

79-00-5 127-18-4

142-28-9 591-78-6 124-48-1 106-93-4 108-90-7

_630-20-6 100-41-4

trans- 1,3-Dichlorpprppene 1,1,2-TrichlOrpethane Tetrachloroethene 1,3-Dichlpropropane 2-Hexanpne Dibromochloromethane 1,2-Dibromoethane (EDB) Chlorubenzene 1/1/1,2-T etrachloroethanc Ethyl benzene

BRL BRL BRL BRL BRL BRL

"BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL_ BRL BRL

"BRL BRL BRL BRL

16,000 BRL BRL BRL BRL BRL

3,100 BRL_ BRL

"BRL BRL

BRL BRL BRL BRL BRL BRL

Ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ugfKg ug/Kg

ug/Kg

ug/Kg ug/Kg ug/Kg ug/Kg ug/Rg

ug/Rg ug/Rg ug/Kg ug/Rg ug/Rg

Jjg/Rg ug/Rg ug/Kg ug/Kg ug/Kg ug/Kg Ug/Kg ug/Kg

ug/Rg ug/Rg ug/Rg ug/Kg ug/Kg ug/Kg ug/Rg

_ug/Kg ug/Kg

1,700

1,700 1,700 1,700 1,700 860 8,600 8,600 8,600 3,400 860 860 860 860 860

8,600 860

6,600" 860 660 860 660 860 860 860 860 860 860 860

8,600 860 860 860 860 660

8,600 860 860 860 BfaO 860

Groundwater Analytical, Inc., P.O. Bpx 1200, 228 Main Street, Buzzards Bay, MA 02532

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1,2-Dich I prop ropane BRL Dibromomethane BRL

ug/Kg ug/Kg

B rpmodichloromethane BRL

108-1Q-1 crs- 1,3-Dichloroprppene 4-Methyl-2-Pentanpne (MIBK)

BRL ug/Kg

BRL _ug/Kg_ ug/Kg

108-88-3 Toluene 1,700 10061-02-6 trans-1,3-Di ch I o rop ropene 79-00-5 127-18-4

1,1,2-Trichlproethane Tetrachloroethene

142-28-9 591-78-6

1,3-Dichloropropane

BRL BRL BRL

ug/Kg

"B/Kg ug/Kg

BRL 2-Hexanone

124-48-1 10693-4 108-967 636266

Pi bromoch I oromcthane 1,2-Dibromoethane (EDB)

BRL BRL

ug/Kg ug/Kg ug/Kg

BRL ug/Kg

100-41-4

Chlorobenzene 1,1,1,2-Tctrachlorocthanc Ethyl benzene

ug/Kg BRL BRL

ug/Kg ug/Kg

BRL ug/Kg

690 690 690 690

6,900

690 "690 690 690 690

6,900 690 690 690 690 690


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Field ID: TP-10 12' Project: Taunton Woodbine/A4640 012-A Client: Resource Controls Container: 40 mL VOA Vial Preservation: Methanol / Cool

Matrix: Soil % Moisture: 10

Laboratory ID:

QC Batch ID: Sampled: Received: Analyzed: Dilution Factor: Page:

40496-05 VM1-1955-S 04-20-01 04-20-01 04-26-01 2 2 of 2

agcasfiiumtjgp; 108-36-3/106-42-3

95-47-6 100-42-5 75-25-2 98-82-8 108-86-1

79-34-5 96-1 %4_ 103-65-1

meta- Xylene and para- Xylene ortho Xylene Stynene_ Bromoform Isop ropy! benzene Bromobenzene

95-49-8 108-67-8 106-43-4 98-06-6 95-63-6_

"135-98-8 541-73-1 99-87-6 106-46-7 95-50-1 104-51-8

1,1,2,2-Tetrach I oroethane 1,2,3-Trichlbropropane n -Propylbenzene 2-Chlorotoluene 1,3,5-Trimethylbenzene 4-Chlorotoluene tert- Butylbenzene 1,2,4-Tri methyl benzene

sec-Butylbenzene 1,3-Dichlorobenzene 4-lsopropy Itol uene

BRL BRL BRL_ BRL BRL BRL BRL BRL

ug/Kg 690 ug/Kg 690 ug/Kg Ug/Kg Ug/Kg ug/Kg ug/Kg ug/Kg

BRL BRL" BRL

ug/Kg Ug/Kg UB^Cg

BRL

BRL BRL BRL

1,4-Dichl orobenzene 1,2-Dichlorobenzene n-Butyl benzene

BRL

96-12-8 120-82-1

1,2-Dibromo-3-ch|oropropane 1,2,4-T richlorobenzene

BRL BRL BRL BRL

ug/Kg ug'Kg ug/Kg ug/Kg ug/Kg ug/Kg

690 690 690 690 690 690 690 690 690 690 690 690_ 690 690 690

ug/Kg 690 Ug/Kg 690 ug/Kg 690

1,2-D i ch I o roetha ne-d4 Tol uene-de 4-B romofl uorobenzene

Method Reference:

Report Notations:

Test Methods tor Evaluating Solid Waste, US EPA, SW-846, Third Edition, Update III (1996). Analyte list as specified in Tables 6 and 7 of the method, and additional analytes as specified by MA DEP Method 1 Standards (310 C.M.R. 40.0973) and recommended by NH DES for initial waste site investigations, effective 12/1/97. Results are reported on a dry weight basis. Analysis performed utilizing methanol extraction technique.

BRL Indicates concentration, it any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution, percent moisture and sample size.



SR3UNBWATCR ANALYTICAL


FIELD ID: TP-11 N.S'-12' Project: Taunton Woodbine/A4640 012-A Client: Resource Controls Container: 40 mL VOA Vial Preservation: Methanol / Cool Matrix: Soil % Moisture: 16


76-13-1 67-64-1 75-15-0 75-09-2 _ 156-60-5 1634-04-4 75-34-3 590-20-7 156-59-2 78-93-3 74-97-5 109-99-9 67-66-3

71-55-6 56-23-5 563-58-6 71-43-2 107-06-2 79-01-6 78-87-5 74-95-3 75-27-4

10061-02-6

79-00-5 127-18-4" 142-28-9

591-78-6 124-48-1 106-93-4

joe-9o-7_ 630-20-6 100-41-4

1,1,2-T rich lorotrifl uoroethane BRL

Acetone BRL Carbon Disulfide Methylene Chloride

BRL_ BRL

I trans- 1,2-Dichioroethene BRL Methyl ten- butyl Ether (MTBE) BRL

1,1 -Dichlonoethane 2,2-Dichloropropane C is-1,2-Dichloroethene 2-Butanone (MEK)

BRL BRL BRL

Bromochloromethane BRL_ BRL

Tetrahydrofuran (TH F) Chloroform 1,1,1 -Trichloroethane Carbon tetrachloride 1,1 -Dichloropropene Benzene 1,2-Dichloroethane Trichloroethene 1 ,2-Dichloroprbpane Di bromomethane Bromodichloromethane

BRL BRL BRL

BRL BRL BRL_ BRL

11r000

BRL BRL BRL

10061-01-5 cis-1,3-Dichloropropene 108-10-1 4-Methyl-2-Pentanone (MIBK) 108-88-3 Toluene

BRL BRL

trans-1,3-Dichlonopropene 1,1,2-T richloroethane Tetrachloroethene 1,3-Dichloropropane

_2-Hexanone Di bromochl oromethane 1,2-Di.brpmoethane (EDB) Chlorobenzene

BRL BRL BRL BRL BRL BRL BRL BRl

L: 1,1,2-Tetrachlo roet h a ne_ Ethylbenzene

BRL BRL BRL

40496-06 VM1-1955-S 04-20-01 04-20-01 04-26-01 1 1 of 2

JJg/Kg ug/Kg ug/Kg ug/Kg Ug/Kg ug/Kg ug/Kg ug/Kg

US/Kg ug/Kg ug/Kg ug/Kg ug/Kg

_ug/K|_ ug/Kg ug/Kg ug/kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg Ug/Kg

4,000 4,000 4,000

J,600 400 400 400 400__ 400_

4,000 400

4,000 400 400

400 400 400 400 400 400 400~ 400_ 400

4,000 400 400 400_ 400 400

4,000 400

"g/Kg j_ US/Kg 1

400 400 400 400






BPSsSMiSi 108-38-3/106-42.3

TP-11 11.5'-12' Taunton Woodbine/A4640 012-A Resource Controls 40 mL VOA Vial Methanol / Cool

Soil 16

hreta-Xylene and para- Xylene 95-47-6 100-42-5 75-25-2 98-82-8 108-86-1 .79-34-5 96-18-4 103-65-1

95-49-8 108-67-B


rtfgaS BRL

40496-06 VM1-19S5-S 04-20-01 04-20-01 04-26-01 1 2 of 2

ug/Kg

ortho-.Xylene Styrene Brbmoform Jsopropylbenzene Bromobenzene 1,1,2,2-Tetrachloroethane 1,2,3-Trichloropropane h -Propylbenzene

2-Chlorotoluene 1,3,5-Trimethylbenzene

106-43-4 98-06-6

4-Chlorotoluene

95-63-6

ten- Butyl benzene 1,2,4-Tri methyl benzene

135-98-8 541-73-1 99-87-6

sec-Butyl benzene 1,3-Dichlorobenzene 4-lsopropyl toluene

106-46-7 1,4-Dichlorobenzene

95-50-1 1,2-Dichlorobenzene

104-51-6 n-Butyl benzene

96-12-8 1 >2-Di bromo-3-ch I oropropane

120-82-1

87-68-3


91-20-3

H exach I orobutadiene

Naphthalene

87-61-6 1,2,3-T richlorobenzene

BRL BRL BRL BRL BRL BRL' BRL BRL BRL BRL_

BRL BRL BRL BRL BRL BRL BRL

ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg ug/Kg

—'T" i

ug/Kg ug/Kg

BRL ug/Kg

BRL BRL

ug/Kg ug/Kg

BRL ug/Kg

BRL ug/Kg

BRL ug/Kg

BRL ug/Kg

400 400 400 400 400" 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400

Dibromof! uoromethane 1,2-Dichloroethane-dj

Toluene-d6

4-B romofluorobenzene

99 % 100 % 96 %

91 %

8 0 - 1 2 0 %

80 -120 % 81 - 117 %

74-121 %

Method Reference:

Report Notations: BRL

Test Methods tor Evaluating Solid Waste, US EPA, SW-846, Third Edition, Update III (1.996). Analyte list as specified in Tables 6 and 7 of the method, and additional analytes as specified by MA DEP Method 1 Standards (310 C.M.R. 40.0973) and recommended by. NH DES for initial waste site investigations, effective 12/1/97. Results are reported on a dry weight basis. Analysis performed utilizing methanol

extraction technique.

Indicates concentration, if any, Is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution, percent moisture and sample size.


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Project Narrative

Project: Taunton Woodbine/A4640 012-A Lab ID: 40496 Client: Resource Controls Received: 04-20-01

wzi'.-.-

" ../.txi:":

This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation.

This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s) agreed with die Chain of Custody.

No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification.



228 Main SIreel, P.O. Box 1200 Buzzards Bay, MA 02532 Telephone (508) 759-4441 FAX (508) 759 4-175

CHAIN-OF-CUSTODY RECORD AND WORK ORDER NS 43059

Project Nane:

1/Kr>T0(J UOP&C IK1 c Project Muirber.

Af bHo OI2.-A

Simplnc Name:

T rteviPiS" Project Manager:

P CoOXo/LhA

Firm:

UX\ Address:

tn y

TURNAROUND

B^TANDARO (10 Business Days)

• PRIORITY (5 Business Days)

• RUSH (RAN-

ANALYSIS REQUEST

J

City,'State,'Zip:

ftrxTVCKfT ITL EIJ6O~L3TF (Fush requires Rush Aiithorrafion Number)

Please FAX ef'YES U NO

FAX Number _ 7° I 7»7 Teiephone:

i|0| -)U- BHO BILLING

Purchase Order No.;

INSTRUCTIONS Use separate fine for each container (except replicates).

^Sampling

SAMP IF rDomnc/»noN

Type

IMS Contatnevfs) Preservation ftur»r

QWAReference No.;

LABORATORY NUMBER

(Lab Use Only)

k-m. 7P-? AN* vyti if-? 'V

tA-'d ii.£3- TP-g '5 ̂ 16' IX iJQOj x-iO TF-̂ /Q'-IO.Sy i f -K> î I \> I> it-i) Hx-iy XX

REMARKS / SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES

Regulatory Program D Safe OrinMng Water Act

DMA DEP Form

G NPOES/Ciean water Act Specify State:

'•RCRM-br Waste Char.

tzfMA MCP'(310 CMFY40I Reportable Concentrations

• RCeW-1 Dftcs-1 ORCGw-2(^ncs-a

D MA Dredge Disposal

CNHORIQCTDME Specify Category:

Project Specific QC

Many regulatory programs and EPA methods require project specific QC; Project specific OC includes Sample DupScates. Matrix Sp8ces, and/or Matrix Spike Duplicates, laboratory QC is not project specific unless prearranged. Project specific DC samples arecharged on a per sample beds. For water samples; each.MS, MSO and Sample Dupfcaterequires an odrfitiona! sample aliquot.

Project Specific OC Required Selection of QCSsmpte

O Sample Dupfcate D Selected by tetoiatorr

•Matm Spike usecampe:

O fiAalfi* Spike Dupficain

CHAIN-OF-CUSTODY RECORD

NOTE: Ail temples submitted subject to StandardTerms and Conditions on reverse hereof.

Relinquished by Sampler

RcEnquishedby: \M

Relnqtrished by:

IU&

Date Time

Date Tfine

± Time

I< ]/FJA

Received by: .

IAMUAH hu* — Received by:

Method ol ShipmenlrVj'GWA Courier R Express Mail C Federal fl • UPS QHand O. 4/_|J

Received by.laboiatory:

'̂ ZLRL

Receiol Temperature:

/». 3 Shipping'AI'biil Number: -1 > c

Custody Seal.' Cooler Serial

& 2

I O

§

11111 lrcon°t€st' * " ANALYTICAL LABORATOR Y

39 Spruce Street • 2nd Floor * East Longmeadow, MA 01028 * FAX 413/525-6405 * TEL. 413/525-2332

REPORT DATE 4/24/01

RESOURCE CONTROLS

474 BROADWAY

PAWTUCKET. Rl 02860 CONTRACT NUMBER:

ATTN: TIM NEVENS PURCHASE ORDER NUMBER:

PROJECT NUMBER:

ANALYTICAL SUMMARY

LIMS BAT ft LIMS-55085

JOB NUMBER: A4640

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

PROJECT LOCATION: WOODBINE ST.TAUNTON

FIELD SAMPLE# LAB ID MATRIX SAMPLE DESCRIPTION TEST

TP-7 01B10261 AIR TEST PIT 10:50AM to-14

The CON-TEST Environmental Laboratory operates under the following certifications and accreditations :

AIHA 100033 AIHA ELLAP (LEAD) 100033 MASSACHUSETTS MA0100 NEW HAMPSHIRE 2516 CONNECTICUT PH-0567 VERMONT DOH (LEAD) NO. LLOISO36 NEW YORK ELAP 10899 RHODE ISLAND (LIC. No. 112)

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.

"\*~rQ ̂ ̂ ̂ ̂ v Tod K°pyscinski

Director of Operations

SIGNATURE x DATE

Edward Denson

Technical Director

I con-test ANALYTICAL LABORATORY

39 Spruce Street • 2nd Floor < East Longmeodow, MA 01028 • FAX 413/525-6405 • TEL 413/525-2332

Results for Method To-14

Lab ID Number: 01B10261 LIMS Number 55085 Client ID Number: TP-7 Date Analyzed: 4/24/01

Analyst: CJW

Analvte: Sample MDL Results PPBv PPBv

Dichlorodifluoromethane (freon 12) ND 10 Chloromethane ND 10 1,2-Dichlorotetrafluoroethane (freon 114) ND 10 Vinyl Chloride ND 10 Bromomethane ND 10 Chloroethane ND 10 Trichlorofluoromethane (freon 11) ND 10 1,1-Dichloroethene ND 10 Methylene Chloride 22 10 1,1,2-Trichlorotrifluoroethane (freon 113) ND -10 1.1-Dichloroethane ND 10 cis 1,2-Dichloroethene 17 10 Chloroform ND 10 1.2-Dichloroethane ND 10 1.1.1-Trichloroethane ND 10 Benzene ND 10 Carbon Tetrachloride ND 10 1.2-Dichloropropane ND 10 Trichloroethene 172 10 1.3-DichlorOpropene (cis) ND 10 1,3-^Dichloropropene (trans) ND 10 1.1.2-trichloroethane ND 10 Toluene 606 10 1,2-Dibrortioethane ND 10 TetrachlorOethene ND 10 Chlorobenzene ND 10 Ethylbenzene ND 10 M/P-Xylene ND 10 Styrene ND 10 O-Xylene ND 10 1,1,2,2-tetrachloroethane ND 10 1,3,5^-Trimethylbenzene ND 10 1,2,4-Trimethylbenzene ND 10

T010261

I con-tcsf ANALYTICAL LABORATORY

39 Spruce Street • 2nd Floor • Eost Longmeodow, MA 01028 • FAX 413/525-6405 • TEL 413/525-2332


Lab ID Number 01B10261 Client ID Number TP-7

LIMS Number 55085 Date Analyzed: 4/24/01

Analyst: CJW

Analvte: Sample Results PPBv

MDL

PPBv

1.3-Dichlorobenzene 1.4-Dichlorobenzene 1,2-Dichlorobenzene 1,2,4-Trichlorobenzene Hexachlorobutadiene

ND ND ND ND ND

10 10 10 10 10

Surrogate (4-BFB) %

100

MDL = Minimum Detectable Limit ND = Not Detected PPBv = Parts Per Billion By Volume

Method: TO-14 (Modified)

Sampled into a Tedlar Bag. Analyzed by GC/MS.

TO10261

page 2

) con-test" ANAlmtjU UKMUIMV

(413)525-2332 £jXS- SS^>7f< FAX(413)525-6405 CHAIN OF CUSTODY RECORD 3,SPRUCBST..™DFI.OOR.BASTLONOMBADOW.MA0,028

Client Name

Attn:

Address: fsroac/^ct y

Site Location: U /ONR)LRI'YU> &L 3* Sampled: By: ) ^ /i S ^.t/'^C

Call Results: Yes

; Fax Results:

Telephone. frtTQ

Batch # :

P: PLASTIC (

Relinquished by: (Signature)

Relinquished by: (Signature)

CONTAINER CODE

Size) V = 40 ml vial G = Glass ( size) A = loop ml Amber 0 = Other

Relinquished by . (Signature)

Dale Time

Dale Time

Dale Time

Received by. (Signature)

Received by: (Signature)

Received by: (Signature)

PRESERVATIVE CODE: I = ICED N = HNOj H = HCI S NaOH T Na2S-03 O = OTHER

Turnaround Requested . 24-Hour.

.. Other

Remarks/Comments:

. 48-Hour Normal

Dale Required

'MATRIX OTHER

i con-t€st' ^ ANALYTICAL LABORATORY

39 Spruce Street • 2nd Floor • East longmeadow, MA 01028 • FAX 413/525-6405 • TEL 413/525-2332

' ' V Results for Method To-14 iJ0?

01B10261 LIMS Number: 55085 Client ID Number: TP-7 Date Analyzed: 4/24/01

Analyst: CJW

Analvte:

Dichlorodifluoromethane (freon 12) Chloromethane 1,2-Dichlorotetrafluoroethane (freon 114) Vinyl Chloride Bromomethane Chloroethane Trichlorofluoromethane (freon 11) 1,1-Dichloroethene Methylene Chloride 1,1,2-Trichlorotrifluoroethane (freon 113) 1.1-Dichloroethane 1.2-Dichloroethene Chloroform 1,2-Dichloroethane 1.1.1-Trichloroethane Benzene Carbon Tetrachloride 1.2-Dichloropropane Trichloroethene 1.3-Dichloropropene (cis) 1,3-Dichloropropene (trans) 1.1.2-trichloroethane Toluene 1.2-Dibromoethane Tetrachloroethene Chlorobenzene Ethylbenzene M/P-Xylene Styrene O-Xylene 1,1 ̂ ^^tetrachloroethane 1,3,5-T rimethylbenzene 1,2,4-T rimethylbenzene 1.3-Dichlorobenzene

TO10261

Sample Sample MDL MDL Results Results PPBv UG/M3 PPBv UG/M3

ND ND 10 49.5 ND ND 10 16.4 ND ND 10 69.5 ND ND 10 25.6 ND ND 10 38.8 ND ND 10 26.4 ND ND 10 55.6 ND ND 10 39.7 22 76.4 10 34.7 ND ND 10 76.1 ND ND 10 40.5 17 67.4 10 39.7 ND ND 10 48.7 ND ND 10 40.5 ND ND 10 54.6 ND ND 10 31.9 ND ND 10 62.9 ND ND 10 46.2 172 924.4 10 53.7 ND ND 10 45.4 ND ND 10 45.4 ND ND 10 54.6 616 2317.9 10 37.6 ND ND 10 76.9 ND ND 10 67.8 ND ND 10 46.1 ND ND 10 43.4 ND ND 10 43.4 ND ND 10 42.5 ND ND 10 43.4 ND ND 10 68.7 ND ND 10 49.2 ND ND 10 49.2 ND ND 10 60.1

1 eon-test ANALYTICAL LABORATORY

39 Spruce Street • 2nd Floor • East Longmeadow, MA 01028 • FAX 413/525-6405 • TEL. 413/525-2332


01B10261 Client ID Number TP-7

LIMS Number: 55085 Date Analyzed: 4/24/01 Analyst: CJW

Analvte: Sample Results PPBv

Sample Results UG/M3

MDL

PPBv

MDL

UG/M3

1,4-Dichlorobenzene 1,2-Dichlorobenzene 1,2,4-Trichlorobenzene Hexachlorobutadiene

ND ND ND ND

ND ND ND ND

10 10 10 10

60.1 60.1 73.6 105.5

Surrogate Recovery (4-Bromofluorobenzene)

100 %

MDL = Minimum Detectable Limit ND = Not Detected PPBv = Parts Per Billion By Volume

Method: TO-14 (Modified)

Sampled into a Tedlar Baf. Analyzed by GCMS.

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T010261

APPENDIX D

Additional Limitations

ADDITIONAL LIMITATIONS

1. The observations described in this Report were made under the conditions stated herein. The conclusions presented in the Report are based solely upon the services described therein and not on scientific tasks or procedures beyond the scope of described services or the time and budgetary constraints imposed by Client. The work described in the Report was carried out in accordance with our Proposal and Associated Statement of Additional Terms and Conditions.

2. In preparing the Report, Resource Controls has relied on certain information provided by state and local officials and other parties referenced therein and on information contained in the files of state and/or local agencies available to Resource Controls at the time of the site evaluation. Although there may have been some degree of overlap in the information provided by the various sources, Resource Controls did not attempt to independently verify the accuracy or completeness of all information reviewed or received during the course of this site assessment.

3. Observations and explorations were made of the site as indicated within the Report. Where access to portions of the site were unavailable or limited, Resource Controls renders no opinion as to the presence of hazardous materials or oil, or to the presence of indirect evidence relating to hazardous materials or oil, in that portion of the site or structure. In addition, Resource Controls renders no opinion as to the presence of hazardous materials, oil or asbestos or to the presence of indirect evidence relating to hazardous materials or oil, where direct observation of the interior walls, floor, or ceiling of a structure on a site Was obstructed by objects or coverings on or over these structures.

4. The purpose of this Report was to assess the physical and chemical characteristics of the subject site with respect to the presence in the environment of hazardous materials or oil. No specific attempt was made to check the compliance of present or past owners or operators of the site with federal, state or local laws and regulations, environmental or otherwise.

5. Except as noted within the text of this Report, no quantitative laboratory testing was performed as part of this evaluation. Where such analyses have been conducted by an outside laboratory, Resource Controls has relied upon the data provided and has not conducted an independent third party evaluation of the reliability of this data.

6. Chemical analyses performed for specific parameters during the course of studies have been used, in part, as a basis for determining the areas of environmental concern. Additional chemical constituents not searched for may be present in soil and/or groundwater at the site. Defined areas of environmental concern do not cover the potential additional constituents.

7. Governmental agencies' interpretations, requirements and enforcement policies may impact the type and scope of any site remediation beyond that provided in the estimate. In addition, statutes, rules and regulations may be legislatively changed and inter-agency and intra-agency policies may be changed from present practice. If such changes occur, it may be necessary to re-evaluate their impact on the scope for site remediation.

8. Water level readings have been made in the test pits, boring and/or wells and under conditions stated on the logs. This data has been reviewed and interpretations have been made in the text of this Report. However, it must be noted that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors different from those prevailing at the time measurements were made.

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excavation of test pits - 2 woodbine street property ... · south of test pit 6a. at a depth of...

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