TASK 210: SUBSURFACE SITE INVESTIGATION - Biznet

TASK 210:SUBSURFACE SITE INVESTIGATION

New Haven Rail YardTemporary M-8 Acceptance Facility

New Haven, Gonnecticut

Volume 1

ConnDOT Assignment No. 202-3464ConnDOT Project No. 301-88

Prepared for:

@State of ConnecticutDepartment of Transportation

Prepared by:

iltGfiOT'|P

Maguire Group Inc.One Court Street

Newington, Connecticut 06131 New Britain. Connecticut 06051

April24,2007

t . 0

2.0

3.0

TABLE OF CONTENTS

INTRODUCTION

SITE DESCRIPTION

LOCAL ENVIRONMENT & RECEPTORS

3. I Groundwater

3.2 Surlace Water

3.3 Geology

SUBSURFACE INVESTIGATION

4.1 Geoprobe€) Soil Borings & Soil Sample Analyses

4.2 Ballast Grab Sample Collection & Analyses

4.3 Railroad Tie Grab Sample Collection & Analyses

4.4 Groundwater Grab Sample Collection & Analyses

4.5 Project Quality Assurance/Quality Control Practices

DISCUSSION OF SAMPLE RESULTS

5. I Regulatory Critcria

5,2 Results of Geoprobe@ Boring Soil Sample Analyses

5.3 Results of Ballast Grab Sample Analyses

5.4 Results of Railroad Tie Grab Sample Analyses

5.5 Results of Groundwater Grab Sample Analyses

5.6 QualityAssurance/QualityControl Samples

DISCUSSION OF AFF'ECTED RESOURCES

6.1 Soil Areas of Bnvironmental Concem

6.2 Railroad Tie Area of Environmental Concem

6.3 Groundwater Area of Environmental Concem

RECOMMENDATIONS

LlMITATIONS

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Figures

Figure I - Site Location Plan

TABLE 0F CONTENTS (continued)

Figures (continued)

Figure 2a Task 2 10 Project Area & Sampling Locations

Figure 2b Task 210 Project Arca & Sampling Locations

Figure 2c Task 2 l0 Project Area & Sampling Locations

Figure 2d Task 210 Project Area & Sampling Locations

Figure 2e Task 2 l0 Project Area & Sampling Locations

Figure 2f- Task 210 Project Area & Sampling Locations

Tables

Table l(a) to l(n) Results ofGeoprobe@ Boring Soil Sample Analyses

Table 2(a) & 2(b) Results ofBallast Sample Analyses

Table 3 Results of Railroad Tie Grab Sample Analyses

Table 4(a) & 4(b) Results of Groundwater Grab Sample Analyses

Appendices

Appendix A Boring Logs (Volume 1)

Appcndix B Tables from MGI's 2005 hrterim Shop (Running Repair Shop)

Task 210 Investigation (Volume t)

Appendix C Soil Sample Laboratory Reports (Volume2)

Appendix D Ballast Sample Laboratory Reports (Volume 2)

Appendix E Railroad Tie Sample Laboratory Reports (Volume 3)

Appendix F Groundwater Sample Laboratory Reports (Volume 3)

Appendix G Q.drQC Sample Laboratory Reports (Volume 3)

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Task 210 - Subsurface Site Investigation ConnDOT Project No. 301-88

1.0 INTRODUCTION

on behalf of the connecticut Department of rransportation (connDor), Maguire Group Inc.

(MGI) has conducted a Task 210 - Subsurface Site Investigation in association with the New

Haven Rail Yard remporary M-8 Acceptance Facility project in New Havcn, connecticut. The

project will involve the construction of an acceptance area for the new M-8 rail cars and will be

locatcd to the east and southeast ofthe existing EMU Shop building. Figure I clepicts rhe project

area.

This Task 210 - Subsurface Site Investigation was conducted in areas of anticipated construction

activities for the New Haven Rail Yard remporary M-8 Acceptance Facility project. The

purpose of thc Task 210 - Subsurlace Site Investigation was to verify the absence or presence

and location of subsurlace contamination, and to assess the potential pollutant impacts to be

encountered during construction. It is anticipated that Task 310 Plans and Spccifications will

subsequently be prepared to assess construction related activities (i.e. proper storage,

classification, transport and disposal of contaminated materials), in relationship to the

envtronmental conditions prevalent within the project limits, as well as to specify remedial work

to be includcd in the Contract Bid Documents.

2.0 SITE DESCRJPTTON

This Task 210 - Subsurlace Site Investigation was conducted at the New Haven Rail Yard in the

area of the proposed Temporary M-8 Acceptance Facility. The proposed Temporary M-8

Acceptance area will be constructed to the east and southeast ofthe existing EMU Shop building

on land owned by the State of Connecticut Department of Transportation. The site area is

depicted in Figures 2a through 2f-Task 210 Project Area & Sampl.ing Locations.

ConnDOT Assisnmenl No. 202-14f,4 Page t

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Task 2 l0 - Subsurfac. Sire Inveslisarion ConnDOT Prqect No. 301-88

Numerous environmental investigations completed at the New Haven Rail Yard property have

indicated the widespread presence oftotal petroleum hydrocarbons, volatile organic compounds,

polycyclic aromatic hydrocarbons (PAHs), and RCRA 8 metals contamination, as well as

isolated occurrences of polychlorinated biphenyls (PCBs) in on-site soils and groundwater. Thc

contaminated soil has been encountercd at depths ranging from the surface (0) to approximately

eight (8) feet below the ground surface. The soil and groundwater contamination detected

exceeded the applicable Connecticut Department of Environmental Protection Remediation

Standard Regulations. In addition, the concentrations of leachable lead previously detected in

on-site soils at the site have exceeded the RCRA hazardous waste concentration in isolated areas.

3.0 LOCAL ENVIRONMENT & R.ECEPTORS

3.1 Groundwater

The 2005 edition of "Environmental GIS Data for Connccticut" provided by the CTDEP, depicts

the groundwater classification for the area as "GB." A "GB" groundwater classification

indicates that the groundwater has been adversely impacted by waste discharges, spills or leaks

of chemicals, or land use impacts. The groundwatcr is not suitable for direct human

consumption without the need for treatment and a public water supply source is available.

Groundwater was encountcred at the site at depths ranging from approximately 4 to 6 feet below

the ground surface. The New Haven Rail Yard and its surrounding properties are all connected

to the South Central Regional Water Company's public water distribution system and the City of

New Haven sewer system. In addition, there are no public water supply sources within a one-

mile radius of the Site, according to the CTDEP Bulletin 4, "The Atlas of the Public Water

Supply Sources and Drainage Basins of Connecticut," June, 1982.

ConnDOT Assienment No. 202-3464 Page 9

Task 210 - Subsurface Site Investisation ConnDOT Project No, 301-88

3.2 Surface Water

There are no surface water bodies sinrated on the New Haven Rail Yard property- The project

area is located within the South Central Shoreline Regional Drainage Basin, within the South

Central Coast Major Drainage Basin. The general topogaphy of the site is relatively flat. Based

upon previous investigations conducted at the site, the infened direction of groundwater flow is

south,/southeast, towards Long Island Sound. Long Island Sound is located approximately %

mile southeast of the New Haven Rail Yard.

3.3 Geoloqy

The 2005 edition of "Environmental GIS Data for Connecticut" provided by the CTDEP, depicts

the surlicial materials at the site as Artificial Fill, which is described as earth materials and

manmade materials that have been artificially placed. Soil encountered during this investigation

consisted of brown to red-brown sand units, and fill comprised of black ash and cinders. The

Bedrock Geological Map of Connecticut, compiled by John Rodgers in 1985, indicates that the

bedrock unit underlying the site area is the New Haven Arkose, which is a red-brown arkosic

sandstone. Bedrock was not encountered during this investigation.

4.0 SUBSURFACEINVESTIGATION

Due to the contaminants previously detected in the soil and groundwater on the New Havcn Rail

Yard property, a comprehensive sampling program was conducted within the proposed

construction areas to be impacted by the Temporary M-8 Acceptance Facility project. The

following subsections detail the investigation.

ConnDOT Assignment No. 202-3464 Page l0

Truk 210 - Subsurface Site Investisation ConnllOT Projcct No. 30t-88

4.1 Geoprobe@ Soil Borines & Soil Sample Analyses

On March 15, 19,21, ail26,2007, tifty{kee (53) Geoprobe@ soil borings (M8F-l to M8F-53)

were advanced in areas of anticipated construction activities for the Temporary M-8 Acceptancc

Facility. The Geoprobe@ borings were advanced by Logical Environmental Solutions, under the

direction ofMGI. The locations ofthe Gcoprobe@ soil borings are depicted on Figurcs 2ato2f-

Task 2 l0 Project Area & Sampling Locations.

The Geoprobe@ soil borings were advanced to a depth of 8 feet below grade. Continuous soil

samples were collected utilizing a 4-foot long, 2-inch diameter Macro Core Sampler with

dedicated acetate liners. Thc soil samples were visually inspected in the field for staining, and

described as to physical characteristics and soil type. In addition, the soil samples were screened

in the field for total volatile organic compounds utilizing a Photovac photoionization detector

(PID). Soil boring logs were generated in the field by Maguire field personnel. The boring logs

denote the types of soil encountered, the depth to groundwater and./or bedrock, the total depth

reached in each boring, and the highest observed PID reading. Copies of the boring logs are

included at the end ofthis report in Appendix A.

Based upon freld screening results and visual observations, one soil sample from each boring

was placed in glassware supplied by Spectrum Analytical Laboratory, and stored in an ice-filled

cooler. The shallow soil sample (2' to 4' below grade) was selected for laboratory analyses if

field screening and visual observation did not indicate the presence of contaminants in the other

sample intervals- The analyses for each soil sample included volatile organic compounds

(VOCs) utilizing EPA Method 8260, semi-volatile organic compounds (SVOCs) utilizing EPA

Method 8270, petroleum hydrocarbnns utilizing the Connecticut ETPH method, pesticides

utilizing EPA Method 8081A, polychlorinated biphenyls (PCBs) utilizing EPA Method 8082,

and total and SPLP RCRA 8 metals.

All Geoprobe@ soil borings were back-filled upon completion utilizing clean sand and/or

hydrated bentonite. All down-hole sampling equipment was decontaminated in accordance with

MGI's February 2007 Task 210 - Subsurface Site Investigation Work Plan.

ComDOT Assiunment No. 202-3464 Page I 1

Task 210 - Subsurlbce Site Investisation ConnDOT Project No. 301-88

4.2 Ballast Grab Samnle Collection & Analvses

SLx (6) ballast grab samples were collected from selected locations where existing tracks will be

removed. The ballast grab samples were placed in glassware supplied by spectrum Analltical

Laboratory, and stored in an ice-filled cooler. The analyses for each ballast grab sample

included VOCs (EPA Method 8260), BNAs (EPA Method 8270), petroleum hyrlrocarbons

(Connecticut ETPH), pesticides (EPA Method 8081A), PCBs (EPA Method 8082), and total and

SPLP RCRA 8 metals. The locations of the ballast sample poinrs (M8FB-l rhrough M8FB-6)

are depicted on Figures 2d and2f Task 210 Prqect Area & Sampling Locations.

4.3 Railroad Tie Grab Samole Collection & Analyses

Two (2) composite railroad tie wood grab samples were collected at selected locations where

existing tracks will be removed so that specifications regarding handling and disposal of the

material can be provided. The railroad tie wood grab samples were placed in glassrvare supplied

by Spectrum Analltical Laboratory, and stored in an ice-filled coolcr. The analyses for each

wood sample included VOCs (EPA Method 8260), SVOCs (EPA Method 8270), petroleum

hydrocarbons (Connecticut ETPH), pesticides (EPA Method 8081A), PCBs (EPA Method 8082),

and total and TCLP RCRA 8 metals. The locations of the railroad tie sample points (M8FT-l

and M8FT-2) are depicted on Figures 2d and 2f Task 210 Project Area & Sampling Locations.

4.4 Groundwater Grab Samnle Collection & Analyses

Groundwater grab samples were collected from borings M8F-14, M8F-24, M8F-42, and MSF-

50. The groundwater grab samples were collected by inserting one-half inch diameter, schedule

40, l0-slot, PVC well screen and riser casing into the borehole. The 5-foot section ofwell screen

was temporarily installed approximately 4 feet into the observed water table depth. Dedicated

polyethylene tubing was placed into the temporary well and the groundwater sample was drawn

through the hrbing using a low-flow peristaltic pump.

ConnDOT Assignment No. 202-3464 Page 12

Task 2l0 - Subsurface Site Investisatio[ CourDOT Projcct No. i0l-81t

The groundwater samples were collected for laboratory analysis of VOCs (EPA Method 8260),

SVOCs (EPA Method 8270), petroleum hydrocarbons (Connecticut ETPH), pesticides (EPA

Method 8081A), PCBs (EPA Method 8082), and roral RCRA 8 metals. The groundwarer

samples were placed in laboratory-supplied glassware, and stored in an ice-filled cooler.

4.5 Proiect Quality Assurance/Oualitv Control Practices

To assess the collection of samples in the field in terms of the sampling techniques and

decontamination procedures followed, quality control and quality assurance samples werc

collected. Four (4) trip blank samples (TB-l through TB-4) were prepared by Spectrum

Analytical Laboratory and four (4) field blank samples (FB-l tkough FB-4) were collected in

the field one on each day of sampling.

The trip blank samples were stored with the daily samples in the sample cooler until subsequent

delivery to the laboratory for analysis of VOCs. The FB-l and FB-3 field blank water samples

were collected by pouring laboratory supplied de-ionized water tluough an acctate liner and

macro-corc cutting shoe, and collecting the rinsate in appropriate sample containers. The FB-2

and FB-4 field bla* samples were collected by directly pouring the laboratory supplied de-

ionized water into the appropriate sample containers to check the quality ofthe de-ionized water,

glassware, and laboratory sample handling and analyical procedures. The field blank samples

were stored with the daily samples in the cooler until delivery to the laboratory, and were

analyzed for the same parameters as the daily samples.

All samples collected in the field were stored in a manner that preserved the integrity of the

sample chemistry. Samples intended for organic analyses were stored in an ice-filled cooler until

delivery to the laboratory. Chain-of-Custody (COC) forms were filled out and accompanied all

samples collected as a legal record of possession of the sample. The COC was initiated in the

field and accompanied the containers during sample collection, transportation to the lab,

analysis, and final disposal of the sample. All sampling equipment was either dedicated to a

specific sample or was decontaminated prior to and between each use. Sampling equipment was

not placed near solvents, gasoline, or materials that may impact the integrity of the samples.

ConnDOT Assisnment No. 202-1464 Page 13

Task 210 - Subsurface Site tnvestigation ConnDOl' Prqcct No. 301-li8

5.1

5.0 DISCUSSION OF SAMPLE RESULTS

Regulatorv Criteria

The CTDEP adopted Remediation Standard Regulations (Regulations of Connecticut StateAgencies, Section 22a-133k-l to 3 and 22a-133q-l) as of January 31, 1996. The Remediation

Standard Regulations (RSRs) apply to any site undergoing voluntary remediation under Public

Acts 95-lf:13 or 95-190, a transfer ofan "establishment" under public Act 95-183, or any sire as

ordered by the crDEP commissioner. The Regulations also outline the processes for

establishing altemative site-specific numerical standards for certain sites, upon approval by the

CTDEP.

The RSRs criteria applicable to the soil and groundwater sampled during this investigation arc

summarized below. The application of these RSRs to the results of the laboratory analyses from

this investigation is discussed in subsections 5.2, 5.3,5.4, and 5.5 of this section.

Soils Criteria: The RSRs are organized into two sets of criteria: the Dircct Exposure Criteria

(DEC) and the Pollutant Mobility Criteria (PMC). The DEC and pMC arc briefly explained in

the following sub-sections, in relation to how they would be applicable to the t]?es of analyses

conducted on the soil samples collected for this investigation. Please refer to the RSRs for a

complete explanation of the Regulations.

Direct Exposure Criteria

The purpose ofthe DEC is to protect human health from risks associated with the direct contacr

with or ingestion of various common soil contaminants. The DEC are applicable to soil within

approximately 15 feet of the ground surface. Concentrations of contaminants are evaluated

based upon mass-based analyses and different criteria are established for residential and

commercial/industrial properties. The use of the less stringent commercial/industrial standards

requires the placement of a land use restriction on the property.

ConnDOT Assignment No. 202-3464 Page 14

Task 210 - Subsurface Site Investigation ConnDOT Project No. 301-88

Thc DEC are not applicable to inaccessible soils, including soil more than 4 feet below theground surface, 2 feet below pavement greater than 3 inches thick, or below an existing building,provided that an Environmental Land Use Restriction (ELUR) is placed in e ffect for thepropeny.

Pollutant Mobilitv Criteria

The purpose of the PMC is to evaluate the potential for contaminants to leach from the soil inconcentrations that may degrade groundwater quality. Dilferenl numerical criteria areestablished for GA and G.dA groundwater areas, versus GB groundwater areas. since theproject area is situated within a GB groundwater area, the least stringent criteria apply.

Groundwater Criteria: Contaminants in the groundwater are compared either to backgroundquality or the Groundwater Protection Criteria (GPC), the Volatilization Criteria, as well as theSurface water Protection criteria (SWPC). The Gpc, Volatilization criteria, and SWpc arc

briefly explained in the following sub-sections, in relation to how they would be applicable to thetypes ofanalyses conducted on the groundwater samples collected for this investigation.

Grou0dwaler Prorection Criteria

The purpose of the GPC is to protect the groundwater quality in areas thar have the potential to

use gjroundwater as a drinking water resource {GA & GAA groundwater classification areas).

Since the project area is situated in a GB groundwater area, the GPC do not apply to this Site.

Volatilization Criteria

The putpose of the Volatilization Criteria standard is to ensure that volatile organic compounds(VOCs) in groundwater do not pose an unacceptable risk to human health due to the inhalation of

Vocs that may enter into a structure on the property. The Volatilization criteria only apply

when impacted groundwater is located within 15 feet of the ground surface or any structure.

Different criteria exist fbr residential and commerciaVindustrial properties. The use of the less

stringent commerciavindustrial standards requires the placement of an ELUR on the property.

Since groundwater was within 15 feet of the ground surface, the Volatilization Criteria apply to

this Site.

ConnDOT Assignment No. 202-1464 Page 15

Tark 2 l0 - Subsurfhce Site Invcslrgation ConnDOT Project No. J0 | -88

Surface Water Protection Criteria

The purpose ofthe SWPC standards is to ensure that groundwater discharging to a surlace water

body will not adversely affect surface water quality. Since groundwater likely discharges to

Long lsland Sound, the SWPC apply to contaminants detected in the groundwater.

5.2 Results of Geoprobe@ Borins Soil Sample Analvses

soil samples collected during the advancement ofthe Geoprobe@ borings were sent to Spectrum

Analytical Laboratory for laboratory analyses. Summaries of the laboratory results from the soilsamples are presented in Tables l(a) to 1(n), which are located at thc cnd of this report, and

copies of the soil sample analytical results are included in Appendix c- The fo owing

summarizes the results of the analyses conducted on the soil samples.

Petroleum hydrocarbons were detected in the soil samples at concentrations ranging from Below

Reporting Limits (BRL) ro fl,5 l0 parrs per million (ppm). The following fifteen ( I 5) soil

samples contained rPH at concentrations that exceed the crDEp Residential DEC of 500 ppm:

MgF-'7,2' to 4' (5,070 ppm); M8F-8, 2' to 4' (3,020 ppm); M8F-9, Z' to 4' (2,450 ppm); M8F-

1 0 , 2 ' t o 4 ' ( 2 , 6 6 0 p p m ) ; M 8 F - 1 3 , 2 ' t o 4 ' ( 8 9 9 p p m ) ; M 8 F - 1 7 , 4 ' t o 6 ' ( 8 , 5 l 0 p p m ) , M 8 F - 1 9 ,

2' to 4' (3,260 ppm); M8F-23, 2' to 4' (5s4 ppm); M8F-28, 2' to 4' (932 ppm); M8F-35, 2' to 4'

(2,480 ppm); M8F-40, 2'to 4' (797 ppm), M8F-41, 4' to 6' (128 ppm); M8F-42, 2, to 4, (776

ppm); M8F-46, 2' to 4'(1,150 ppm); and M8F-47,2, to 4, (t ,310 ppm). The petroleum

hydrocarbon concentration detected in the M8F-7, 2' to 4,, M8F-8, 2, to 4,, M8F-10, 2' to 4',

M8F-17, 4' to 6', and M8F-19,2'to 4' samples also exceed the CommerciaVlndustrial DEC of

2,500 ppm. No other sample contained petroleum hydrocarbons at concentrations that exceed

any applicable CTDEP RSR criteria.

The VOCs benzene, ethylbenzene, isopropylbenzene, naphthalene, n-propylbenzene, styrene,

tetrachloroethene, toluene, 1,2,4-trichloroethene, and total xylenes were detected at varying

concentrations in the soil samples collected from borings M8F-5, M8F-14, M8F-15, M8F-17,

ConnDOT Assisnment No. 202-3464 Page t 6

Tas l 210 - Subsur lacc S i te Inves t tea t ron ConnDOT Project No. 301-81i

M8F-19, MBF-24, M8F-29, M8F-31, M8F-38, M8F-39, M8F-40, M8F-42, M8F-45, and M8F-

47. The 2 to 4 foot sample collected from boring M8F-14 contained the VOC benzcne (1.52

ppm) at a concentration that exceeds its GB PMC of 0.2 ppm. No other soil sample contained

VOCs at concentrations that exceed any applicable CTDEP RSR criteria.

Various concentrations of SVOCs were detected in the soil samples, and total SVOC

concentrations ranged from BRL to 289.93 ppm. Twelve (12) soil samples contained

concentrations of SVOCs that excecd applicable CTDEP RSR Criteria. The 2 to 4 foot sample

from boring M8F-l contained the compounds benzo(a)anthracene (1.12 ppm), benzo(a)pyrene

(1.09 ppm), benzo(b)fluoranthene (1.12 ppm), benzo(k)fluoranthene (1.16 ppm), and chrysene

(1.38 ppm) at concentrations that exceed their respective GB PMC. In addition, the compounds

benzo(a)anthracene, benzo(a)pyrene, and benzo(b)fluoranthene were detected at concentratlons

that exceed their respcctive Residentral DEC. The compound benzo(a)plrene was detected at a

concentration that also exseeds its Commercial/Industrial DEC.

The 2 to 4 foot sample from boring M8F-7 contained the compounds benzo(a)anthracene (3.85

ppm) and chrysene (4.9 ppm) at concentrations that exceed their respective GB PMC. In

addition, the compound benzo(a)antluacene was detected at a concentration that exceeds its

Residential DEC.

The 2 to 4 foot sample from boring M8F-8 contained the compounds benzo(a)anthracene (1.74

ppm) and chrysene (2.17 ppm) at concentrations that exceed their respective GB PMC. In

addition, thc compound benzo(a)anthracene was detected at a concentration that exceeds its

Residential DEC.

The 2 to 4 foot sample from boring M8F-9 contained the compounds benzo(a)anthracene (1.7

ppm) and chrysene (.2.21 ppm) at concentrations that exceed their respective GB PMC. In

addition, the compound benzo(a)anthracene was detected at a concentration that exceeds its

Residential DEC.

ConnDOT Assisnment No. 202-3464 Page l7

Task 2 l0 - Subsurfacc Srte lnvestiea(ion ConnDOT Proyect No. 301-88

The 2 to 4 foot samplc from boring M8F-14 contained the compounds benzo(a)anthracene (1.51

ppm), benzo(a)pyene (l .89 ppm), benzo(b)fluoranthcne ( l.tl6 ppm), benzo(k)fluoranthene (2.03

ppm), and chrysene (1.84 ppm) at concentrations that exceed their respective GB PMC. In

addition, the compounds benzo(a)anthracene, benzo{a)pyrene, and benzo(b)fluoranthene were

detected at concentrations that exceed their respective Residential DEC. The compound

benzo(a)pyrene was detected at a concentration that also exceeds its CommerciaVlndustrial DEC-

The 2 to 4 foot sample from boring M8F-17 contained the compounds benzo(b)fluoranthenc

(l.la ppm) and chrysene (1.37 ppm) at concentrations that exceed their respective GB PMC. In

addition, the compound benzo(b)fluoranthene was detected at a concentration that exceeds its

Residential DEC.

The 2 to 4 foot sample from boring M8F-23 contained the compounds benzolb)fluoranthene

(1.37 ppm), benzo(k)fluoranthene (1.18 ppm), and chrysene (1.09 ppm) at concentrations that

exceed their respective CB PMC. In addition, the compound benzo(b)fluoranthene was detected

at a concentration that exceeds its Residential DEC.

The 2 to 4 foot sample from boring M8F-25 contained the compound chrysene (1.18 ppm) at a

concentration that excecds its GB PMC.

The 2 to 4 foot sample from boring M8F-31 contained the compounds benzo(a)pytene (1.2

ppm), benzo(b)fluoranthene (1.02 ppm), benzo(k)fluoranthene ( l.l6 ppm), and chrysene (1.39

ppm) at concentrations that exceed their respective GB PMC. In addition, the compounds

benzo(a)pyrene and benzo(b)fluoranthene were detected at concentrations that exceed th€ir

respective Residential DEC. The compound benzo(a)pyrene was detected at a concentration that

also exceeds its Commercial/Industrial DEC.

The 2 to 4 foot sample from boring M8F-35 contained the compounds benzo(a)anthracene (28.0

ppm), beuo(a)pyrene (28.2 ppm), benzo(b)fluoranthene (29.2 ppm), benzo(k)fluoranthene (36.3

ppm), chrysene (33.8 ppm), indeno( 1,2,3-cd)pyrene (12.7 ppm), and pyrene (58.5 ppm) at

concentrations that exceed their respective GB PMC. In addition, the compounds

ConnDOT Assignment No. 202-1464 Page 18

Task 210 - Subsurface Site lnvestisation ConnDOT Projcct No. l0 | -t j8

benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthene, and

indeno( | ,2,3-cd)pyrene were detected at concentrations that exceed their respective Residential

DEC. The compounds benzo(a)anthracene, benzo(a)plrene, benzo(b)fluoranthene, and

indeno( 1,2,3-cd)pyrene were detected at concentrations that also exceeds their respective

Commercial/Industrial DEC.

The2to 4 foot sample from boring M8F-37 contained the compounds benzo(a)anthrac ene (2.47

ppm), benzo(a)pyrene (2. I 5 ppm), benzo(b)fluoranthene (2.61 ppm), benzo(k)fluoranthene (2.47

ppm), and chrysene (3.37 ppm) at concentrations that exceed their respective GB PMC. In

addition, the compounds benzda)antkacene, benzo(a)pyrene, and benzo(b)fluoranthene were

detected at concentrations that exceed their respective Residential DEC. The compound

benzo(a)py,renc was detected at a concentration that also exceeds its Commercial/Industrial DEC.

The 4 to 6 foot sample from boring M8F-41 contained the compounds benzo(a)anthracene (1.41

ppm), benzo(a)pgene (1 .27 ppm), benzoib)fluoranthene (1.67 ppm), benzo(k)fluoranthene (1.84

ppm), and chrysene (2.18 ppm) at concentrations that exceed their respective GB PMC. In

addition, thc compounds benzo(a)anthracene, benzo(a)pyrene, and benzo(b)fluoranthene were

detected at concentmtions that cxceed their respective Residential DEC. The compound

benzo(a)pyrene was detected at a concentration that also exceeds its CommerciaVlndustrial DEC.

The pesticides 4,4-DDD, 4,4-DDE, 4,4-DDT, a-chlordane, g-chlordane, and dieldrin were

detected at varying concentrations in the M8F-4, M8F-21, and M8F-15 soil samples. The 2 to 4

foot sample from boring MBF-35 contained the pesticide dieldrin (0.0625 ppn) at a

concentration that exceeds its the GB PMC of 0.007 ppm and Residential DEC of 0.038 ppm.

No other pesticides were detected at concentrations that exceed any applicable CTDEP RSR

criteria.

PCBs (total) were detected at varying concentrations ranging from 0'0171 ppm to 3-5 ppm in the

soil samples collected from borings M8F-2, M8F-4, M8F-5, M8F-6, M8F-12, M8F-13, MSF-16,

M8F-17, M8F-18, M8F-19, M8F-20, M8F-21, M8F-22, M8F-23, M8F-25, M8F-26, M8F-31,

M8F-32, M8F-35, M8F-40, M8F-46, and M8F-47. The 2 to 4 foot samples from borings M8F-

ConnDOT Assignment No. 202-3464 Page 19

TasL 2 l0 - Suhsurfice Site lnr esrisarion ConnDO'l' Projecr No. 30l-88

12 (2.12 ppm) and M8F-13 (3.5 ppm) contained total PCBs at concentrations that exceed the

Residential DEC of I ppm. No other sarnple contained PCBs at concentrations that excced any

applicable CTDEP RSR crircr ia.

Total concentrations of the metals arsenic, barium, cadmium, ckomium, lead, mercury,

selenium, and silver were detected at varying concentrations in the soil samples tkoughout the

site. The following seventeen (17) soil samples contained total arsenic at concentrations that

exceed the CTDEP Residential and CommerciaVlndustrial DEC of l0 ppm: M8F-5,2' to 4'

(14.4 ppm); M8F-6, 2' to 4'(13.6 ppm); M8F-7, 2' to 4' (10.4 ppm); M8F-t2, 2' ro 4' (12.2

ppm); M8F-l 3, 2' ro 4' ( l 3. I ppm); M8F-15, 4' ro 6' (29.3 ppm); M8F-20, 2' ro 4' (10.3 ppm);

M 8 F - 2 5 , 2 ' t o 4 ' ( r 0 . 1 p p m ) ; M 8 F - 3 5 , 2 , t o 4 ' ( 1 7 . j p p m ) ; M 8 F - 3 6 , 4 ' t o 6 , ( l 1 . l p p m ) ; M 8 F -

J7, 2' to 4' (28.8 ppm); M8F-38, 2' to 4' (20.5 ppm); M8F-39, 2' ro 4' ( l 1.8 ppm); M8F-40, 2'

to 4' (10.4 ppm); M8F-45, 4' to 6' (.2t.6ppm); M8F-46, 2' to 4' (19.j ppm); and M8f-4'/, Z'

to 4' (10.7 ppm). The following three (3) soil samples contained total lead at concentrations rhat

exceed the CTDEP Residential DEC of 500 ppm: M8F-13, 2' ro 4' (518 ppm); M8F-15, 4, ro 6'

(841 ppm); and M8F-21, 2' to 4'(694 ppm); No orher sample contained total metals at

concentrations that exceed any applicable CTDEP RSR criteria.

Leachab.le co centrations (via SPLP) of barium, chromium, and lead were detected at r.arying

concentrations in the soil samples. However, the concentrations of leachable metals detected in

the soil samples do not exceed any applicable CTDEP RSR criteria.

f,.J Results of Ballast Grab Samole Analvses

The six ballast grab samples (M8FB- I through MSFB-6) collected during rhis Task 2 l0

investigation were sent to Spectrum Analyical Laboratory for laboratory analyses. Summaries

of the laboratory results from the ballast grab samples are presented in Tables 2(a) and 2 (b),

which are located at the end of this report, and copies of the ballast grab sample analy.tical results

are included in Appendix D. The following summarizes the results of the analyses conducted on

the ballast grab samples. For the purpose of comparison, the results of the ballast grab sample

analyses were compared to the CTDEP RSR soil criteria.

ConnDOT Assignmenr No. 202-1464 Page 20

Task 210 - Subsurt'ace Site Invcstisation ConnDOT Project Nr-r. l0l-88

Petroleurn hydrocarbons, VOCs, SVOCs, pesticides, and PCBs were not detected in the ballast

grab samples. Total and leachable concentrations of the metals barium, cadmium, chromium,

and lead were detected at varying concentrations in the ballast grab samples. However, the

samples did not contain total or leachable metals at concentrations that exceed any CTDEP RSR

criteria.

5.4 Results of Railroad Tie Gtab Sample Analvses

The two railroad tie grab samples (M8FT- I and MSFT-2) collected during this Task 2 l0

investigation were sent to Spectrum Analytical Laboratory lor laboratory analyses. Summaries

of the laboratory results fiom the railroad tie grab samples are presented in Table 3, which is

located at the end of this report, and copies of the railroad tie grab sample analltical results are

included in Appendix E. The following summarizes the results of the analyses conducted on the

railroad tie grab samples. For the purpose of comparison, the results of the railroad tie grab

sample analyses were compared to the CTDEP RSR soil criteria.

Petroleum hydrocarbons were detected in the M8FT-l (l1,600 ppm) and M8FT-2 (33,600 ppm)

samples at concentrations that exceed the GB PMC and Residential DEC of 500 ppm, and thc

CommerciaUlndustrial DEC of 2,500 ppm. Both of the railroad tie samples contained the VOC

naphthalene at low concentrations of 6.02 ppm and 5.69 ppm, which do not exceed any CTDEP

RSR criteria.

The railroad tie samples contained several SVOCs at varying concentrations. The M8FT- I

sample contained the SVOCS benzo(a)anthrac ene (227 ppm), benzo(a)pyene (99.3 ppm),

benzo(b)fluoranthene (160 ppm), benzo(k)fluoranthene (lti7 ppm), carbazole (152 ppm),

chrysene (358 ppm), dibenz(a,h)anthracene (10.9 ppm), dibenzofuran (26.9 ppm), fluoranthene

(876 pprn), indeno( 1,2,3-cd)pyrene (40.4 ppm), phenanthrene (463 ppm), and pyrene (640 ppm)

at concentrations that exceed their respective GB PMC. The compounds benzo(a)anthracene,

benzo(a)pytene, benzo(b)fluoranthene, benzo(k)fluoranthene, carbazole, chrysene,

dibenz(a,h)anthracene, and indeno( 1,2,3-cd)p),rene were also detected at concentrations that

exceed their respective Residential DEC. In addition, the compounds benzo(a)anthracene,

CorurDOT Assisnmenl No, 201-1464 Page 2I

Task 210 - Subsurface Site Investisation ConnDOT Project No. 30t-U8

benzo(a)pyrenc, benzo(b)fluoranthene, benzo(k)fluoranthene, dibenz(a,h)antkacene, and

indeno( 1,2,3-cd)pyrene were detected at concentrations that exceed their respective

Commercial/Industrial DEC.

The M8FT-2 sample contained the SVOCs benzo(a)anthracene (137 ppm), benzo(a)pyrene (54.3

ppm), benzo(b)fluoranthene (144 ppm), benzo(k)fluoranthene (143 ppm), carbazole (199 ppm),

chrysene (449 ppm), dibenz(a,h)antfuacene (6.38 ppm), dibenzofuran (19.3 ppm), fluoranthene

(369 ppm), indeno( 1,2,3-cd)pyrene (24.4 ppm), phenanthrene (l5l ppm), and plrene (301 ppm)

at concentratlons that exoeed their respective GB PMC. The compounds benzo(a)anthracene,

benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthene, carbazole, chrysene,

dibenz(a,h)anthracene, and indeno( 1,2,3-cd)pyrene were also detected at concentrations that

exceed their respective Residential DEC. In addition, the compounds benzo(a)anthracene,

benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthcne, dibenz(a,h)anthracene, and

indeno(1,2,3-cd)pyrene were detected at concentrations that exceed their respcctive

Commercial/Industrial DEC.

The railroad tie samples did not contain detectable concentrations of pesticides. Total PCBs

were detected in the MSFT-I (0.332 ppm) and M8FT-2 (1.255 ppm) samples. The PCB

concentration detected in the MIIFT-2 sample exceeds the Residential DEC of I ppm.

Total and leachable (via TCLP) concentrations of the metals barium, cadmium, chromium, lead,

and mercury were detected at varying concentrations in the railroad tie grab samples. However,

the samples did not contain total or leachable metals at concentrations that exceed any CTDEP

RSR criteria.

Results of Groundwater Grab Sample Analvses

The four (4) groundwater grab samples (M8F-14 GW, M8F-24 GW, M8F-42 GW, and M8F-50

GW) collected from the site during the advancement of the Geoprobe@ borings were sent to

Spectrum Analytical Laboratory for laboratory analyses. Summaries of the laboratory results

from the groundwater grab samples are presented in Tables 4(a) and 4(b), which are located at

ComDOT Assignment No. 202-3464 Page 22

Task 210 - Subsurface Site lnvestisation ComDOT Project No. 301-88

the end of this report, and copies of the groundwater anal)tical results are included in Appendix

F. The following summarizes the results of the groundwater grab sample analyses.

The groundwater samples did not contain detectable concentrations of VOCs, pesticides, and

PCBs. The M8F-24 GW sample contained petroleum hydrocarbons at a concentration of 1.0

ppm, which does not exceed any applicable CTDEP criteria. No other groundwater sample

contained detectable concenfiations of oetroleum hvdrocarbons.

SVOCs were detected in varying concentrations in the M8F-14 GW and M8F-24 GW samples.

The M8F-14 GW sample contained the compounds benzo(a)anthracene (0.425 parts per billion

[ppb]), benzo(b)fluoranthene (0.762 ppb), bcnzo(k)fluoranthene (0.65 ppb), and phenanthrene

(0.35 ppb) at concentrations that exceed their respective SWPC. No other SVOCs were detected

at concentrations that exceed any applicable CTDEP RSR criteria.

The groundwater samples contained total arsenic, barium, cadmium, chromium, lead, and

mercury at varying concentrations. The MSF-14 GW sample contained total arsenic {0.007 ppm)

and total chromium (15.7 ppm) at concentrations that exceed their respective SWPC of 0.004

ppm and 0.11 ppm. The M8F-24 GW sample contained total mercury (0.00221 ppm) at a

concentration that exceeds its SWPC of 0.0004 ppm. The M8F-42 GW sample contained total

lead (0.0132 ppm) at a concentration that exceeds its SWPC of 0.013 ppm. The M8F-50 GW

sample contained total arsenic (0.0062 ppm) at a concentration that exceeds its SWPC of 0.004

ppm. No other metals were detected at concentrations that exceed any applicable CTDEP RSR

criteria.

5.6 Ouali tyAssurance/Quali tvControlSamples

The field blank samples (FB-l through FB-4) did not contain detectable concentrations of

contaminants. In addition, the trip blank samples (TB-l through TB-4) did not contain VOCs at

concentrations that exceed any laboratory detection limits. Copies of the anall'tical reports

associated with the quality assurance/quality control samples are included in Appendix G.

ConnDOT Assisnment No. 202-3464 Page 23

Task 210 - Subsurface Site Investieation ConnDOT Project No. 301-88

6.0 DISCUSSION OF AFFf,CTED RESOURCES

6.1 Soil Areas of Environmental Concern

Based upon the results of laboratory analyses perfomed on the soil samples for this Task 210

investigation, as well as the analJtical results of soil samples collected from within the projcct

area during MGI's February 2005 Task 210 for the Interim Shop (Running Repair Shop), four

(4) soil areas of environmental concem (AOECs) have been identified where contaminants are

present at concentrations that exceed applicable CTDEP RSR criteria. In addition, the remainder

of the project site has been designated as a low-level area of environmental concern (LLAOEC)

for soil. In these areas contaminants were detected at concentrations below applicable CTDEP

RSR standards, but above laboratory detection limits. The locations of the AOECs within the

project area are discussed in the following sections. Tables summarizing the analy'tical results

from soil samples collected during MGI's February 2005 Task 2 l0 for the Interim Shop

(Running Repair Shop) are included in Appendix B of this report. In addition, the locations of

the 2005 borings (denoted as IS-#) are depicted on Figures 2a and 2b Task 210 Project Area &

Sampling Locations.

AOEC #l: Area Encomnassing Borings M8F-l & 15-6:

Analfical results from the soil samples collected from borings M8F-1 and 15-6 indicate the

presence ofSVOC contamination at slightly elevated concentrations in shallow soil ranging from

2 to 4 feet below grade. The contamination detected exceeds the GB PMC, Residential DEC,

and CommerciaVlndustrial DEC.

AOEC #2: Area Encompassing Borings M8F-5. M8F-6. M8F-12. M8F-13, M8F-14,

M8F-15. IS-8 . IS-10 . IS-11 . IS-12 . IS-13 . IS- ls . & IS-18 :

Analytical results from the soil samples collected from borings M8F-5, M8F-6, M8F-12, M8F-

i3, M8F-14, M8F-15, IS-8, IS-10, IS-11, IS-12, IS-13, IS-15, and IS-18 indicate the presence of

total arsenic, total lead, petroleum hydrocarbon, VOC (beruene), SVOC, and PCB contamination

ConnDOT Assierunent No. 202-3464 Page 24

Task 210 - Subsurlace Sirc Investieation ConnDOT Project No. l0l-88

at elevated concentrations in shallow soil ranging from 2 to 8 feet below grade. The

contamination detected exceeds the GB PMC, Residential DEC, and Commercial/lndustriai

DEC.

AOEC #3: Area Encomoassine Borings M8F-7. M8F-8, M8F-9. M8F-10. & M8F-11:

Analytical results from the soil samples collected from borings M8F-7, M8F-8, M8F-9, and

M8F-10 indicate the presence ofpetroleum hydrocarbon, SVOC, and total arsenic contamination

at elevated concentrations in shallow soil ranging from 2 to 4 feet below grade. The

contamination detected exceeds the GB PMC and Residential DEC. This AOEC also

encompasses boring M8F- I l, although contaminants at this location were detected at

concentrations slightly below CTDEP RSR criteria.

AOEC #4: Area Encompassing Borines M8F-17. M8F-19. M8F-20. M8F-21. M8F-21,

M8F-25. M8F-26. M8F-28, M8F-31. M8F_32. M8F-35. M8F_36. M8F_37.

M8F-38. M8F-39. M8F-40. M8F-41. M8F_42. M8F_45. M8F-46 & M8F_47:

Analyical results from the soil samples collected from borings M8F-1?, M8F-19, M8F-20,

M8F-21, MnF-23, M8F-2s, M8F-28, M8F-31, M8F_35, M8F_36, M8F_37, M8F_38, M8F-39,

MBF-40, M8F-41, M8F-42, M8F-45, M8F-46, and M8F-47 indicate the presence of toral arsenic,

total lead, petroleum hydrocarbon, svoc, and pesticide (dieldrin) contamination at elevated

concentrations in shallow soil ranging from 2 to 6 feet below grade. The contamination detected

exceeds the GB PMC, Residential DEC, and CommerciaVlndustrial DEC. This AOEC also

cncompasses borings M8F-26 and M8F-32, although contaminants at these locations were

detected at concentrations slightly below CTDEP RSR criteria.

ConnDOT Assignment No. 202-3464 Page 25

Task 2 i0 - Subsurfacc Sire Inveslisation ConnDOT Projcct No. 301-81{

6.2 Railroad Tie Area of Environmental Concern

Analytical results from the railroad tie grab samples indicate the presence of petroleum

hydrocarbons, SVOCs, and PCBs at elevated concentrations that exceed the GB PMC.

Residential DEC, and Commercial/lndustrial DEC. The concentrations however, do not exceed

the RCRA hazardous waste toxicity concentrations. All areas where railroad ties will be

removed from the project site have been designated as a Railroad Tie Area of Environmental

Concern (RTAOEC).

6.3 Groundwater Area of Environmental Concern

Analytical results from the groundwater samples collected from borings M8F-14, M8l.-24, M8F-

42, and M8F-50 indicate the presence of SVOCs, total arsenic, total chromium, total mercury,

and total lead at concentrations that exceed the SWPC. In addition, the M8F-24 groundwater

sample containcd petroleum hydrocarbons at a concentration that does not exceed any applicable

CTDEP criteria, but may impact allowable discharge permit limits. Therefore, the entire project

area has been designated as a Groundwater Area of Environmental Concem (GWAOEC).

ConnDOT Assisnment No. 202-1464 Page 26

Task 210 - Subsurface Site Investigation ConnDOT Pro.lect No. -10 t -88

7.0 RECOMMENDATIONS

The results of the Task 210 - Subsurface site Investigation for the New Haven Rail yard

Temporary M-ll Acceptance Facility project in New Haven, Connecticut indicate the presence of

petroleum hydrocarbon, VOC, SVOC, PCB, pesticide, total arsenic, and total lead contamination

in shallow soil samples collected from the project area, at concentrations that exceed the

applicable RSR criteria. Soil samples collected from within the project area in 2005 by MGI

during the lnterim Shop (Running Repair Shop) Task 210 indicated similar results. The

contamination was detected in soils ranging in depth from 2 to 8 feet below grade. Railroad tie

samples collected from areas where the railroad tracks will be removed indicate the presence of

petroleum hydrocarbons, SVOCs, and PCBs at concentrations that sxceed the CTDEP RSR

criteria, but not the RCRA hazardous waste toxicity concentrations. Groundwater collected frorn

the site is also contaminated with SVOCs and total metals at concentrations that exceed

applicable RSR criteria. In addition, concentrations of petroleum hydrocarbons were detected in

the groundwater collected from within the project area, which may impact discharge permit

requirements. Four (4) Areas of Environmental Concern (AOECs) for soil, a site-wide Railroad

Tie Area of Environmental Concem (RTAOEC), and a site-wide Groundwater Area of

Environmental Concem (GWAOEC) have been identified within the project area. In addition,

the remainder of the project site has been designated a Low Level Area of Environmental

Concem (LLAOEC) for soil. Special considerations for treatmenVdisposal, dewatering

activities, and worker health and safety must be given to these areas in order to ensure

compliance with all local, State and Federal laws. Task 310 Plans and Specifications are

therefore recommended for the areas of construction within the Areas of Environmental Concem

and Low-Level Areas of Environmental Concem addressins the soil. railroad ties and

groundwater described in Section 6.0.

ComDOT Assisnmenr No. 202-3464 Page 27

Task 2 t0 - Subsurface Site Investisation ComDOT Prqiect No. 301-88

8.0 LIMITATIONS

All work product and reporls provided by Maguire Group Inc. (MGI) in connection with the

performance of this Task 210 - Subsurface Site Investigation are subject to the following

limitations:

I . The observations described in this reporl were made under the conditions stated therein. The

conclusions presented in the report were based solely upon the services described therein,

and not on scientific tasks or procedures beyond the scope of dcscribed services provided to

ConnDOT.

2. In preparing this report, MGI has relied on certain information provided by State and local

offrcials and inlormation and representations made by other partics referenced therein, and

on information contained in the files of State and/or local agencies made available to MGI at

the time of this investigation. To the extent that such files are missing, incomplete or not

provided to MGI, MGI is not responsible. Although there may have been some degree of

ovcrlap in the information provided by these various sources, MGI did not attempt to

independently verity the accuracy or completeness of all information reviewed or received

during the course of this investigation.

3. The conclusions and recommendations contained in this report are based in part upon the

data from subsurface explorations. The nafure and extent of variations between these

explorations may not become evident until further explorations are completed. If variations

or other latent conditions become evident, it will be necessary to re-evaluate the conclusions

and recommendations of this reoort.

4. The water level readings made lor this investigation were made at the times and conditions

stated on the boring logs. However, it must be noted that fluctuations in the level of the

groundwater may occur due to variations in rainfall, passage of time and other factors.

Should additional data become available in the future, these data should be reviewed by

MGI, and the conclusions and recommendations presented herein modihed accordingly.

ComDOT Assignment No. 202-3464 Page 28

Task 2 l0 - Subsurface Sile lnvesrisation ConnDOT Project No. 30 i -llll

5. Where quantitative laboratory analyses have been conducted by an outside certified

laboratory, MGI has relied upon the data provided, and has not conducted an independent

evaluation ofthe reliability ofthese tests.

6. If thc conclusions and recommendations contained in this report are based, in part, upon

various types of chemical data then the conclusions and recommendations are contingent

upon the validity ofsuch data. These data have been reviewed and interpretations made in

the reporl. It should be noted that variations in the types and concentrations of contaminants

and variations in thcir flow paths may occur due to seasonal water table fluctuations, past

disposal practices, the passage of time, and other factors. Should additional chemical data

become available in the future, these data should be reviewed by MGi and the conclusions

and recommendations presented herein modified accordingly.

7. Chemical analyses were performed for specific parameters during the course of this

investigation, as described in the text. However, it should be noted that testing for all known

chemical constituents was not performed. The conclusions and recommendations contained

in this reporl are based only upon the chemical constituents tbr which testing was

accomplished.

The following qualifications apply to the undersigned's opinton:

The activities described and opinions included herein are based on information gathered during

this subsurface site investigation, which was limited in scope in adherence to the terms of our

agreement. The professional opinion provided herein is based on the information described in

this report.

ConnDOT Assigrrment No. 202-J464 Page 29

Task ? l0 - Subsurface Sitc Investisation ConnD0T Project No. 301-88

The inlormation contained herein was prepared for the use of ConnDOT solely in conjunction

with the task descriptions for this assignment. The conclusions and recommendations set forth in

this report are based on site conditions at the time of the investigation. Future studies and

findings could change the contents of this repoft. The professional opinions presented in this

report have been developed by using that degree of care and skill ordinarily exercised, under

similar circumstances, by reputable environmental engineering consultants practicing in this or

similar localities. No other warranty, expressed or implied, is made as to the professional

opinions included in this report.

Prepared by: Approved by: Reviewed by:

Jane Witherell, P.E., L.E.P.Principal EngineerLogical Env. Solutions

David R. Stock, P.E.Program Manager

ConnD0T Assisnment No. 202-3464 Page 30

TABLES

TABLE l(a) - Results ofceoprob€@ Boring Soil Sample AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New Haven. Connecticut

Boring I.D-:

Sample Depth:

M8F. I M8F.2

2',-4'

M8F-3

z'4'

M8F-4

z',-4',

CTDEP PMC GBGroundwater

Area

CTDEP DEC ResidentiaUCommercial & Industrial

CT ETPH - (ppm) t 5 9 83.5 BRL 67 .4 2,500 ppm 500/2,500 ppm

VOCS - Method 8260 (ppm) BRL BRL BRL BRL

SVOCs - Method 8270 (ppm)

tsenzo(a)antkacene

Benzo(a)pyrene

Benzo(b)fluoranthene

B€nzo(k)fluoranthene

Chrysene

Fluoranthenc

Pyr€ne

Total SVOCs

1.12

r.09

1.12

l. t6

I.3E

2 . 1 5

2 . 1 3

t 0 . l 5

BRl-

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

I ppm

I ppm

I ppm

I Ppm

I ppm

56 ppm

40 ppm

l/7-ti ppm

Ul ppm

l/7.8 ppm

8.4/7ll ppm

84/780 ppm

1 ,00012,500 ppm

1,000/2,500 ppm

Pesticides - Method 8081 (ppm)

4,4-DDD

4,4.DDE

4,4.DDT

BRL

BRL

BRL

BRI

BRL

BRL

BRL

BRL

BRL

0.0082

0.00871

0.0142

None Established

None Established

None Established

2.6i24 ppm

1.8/17 ppm

1.8/ t7 ppm

PCBS Method 8082 (ppm) BRL 0.0588 BRL 0.0219 Not Applicable l /10 ppm

Total RCtu{ 8 Metals ppm

Arsenic

Barium

Cadmium

Chromium

Lead

Mercury

3.16

37.3

0.3 94

82.6

t t7

0.34

3.9'7

44.5

0.49

44.3

269

0.222

8.1

18.2

BRL

1 .93

3 5 . 8

BRL

9.9

52.4

l . t 9

26,2

t't 6

0 . 1 5 8

Not Applicable

10/10 ppm

4,700/140,000 ppm

34/l,000 ppm

100/100 ppm

500/1,000 ppm

20/610 ppm

SPLP RCR,{ 8 Metals - ppm

Barium

Cbromium

Lead

0.0198

0 . 0 1 3

0.0319

0 . 0 2 1 I

0.0148

0.0424

0.01 I

BRL

BRL

0.012

0.0t22

0.0217

10.0 ppm

0.5 ppm

0.15 ppm

Not Applicablc

BRL - Below Reporting Limits (see labofatory reports for compound specihc detection limits)

The compounds listed above ar€ those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits.

' I ABLE 1(b) - Results of ceoprobe@ Boring Soil Sample AnalysesNew Haven Rail Yard NI-8 Acceptance Facilit-v

New Haven, Connecticut

BRL - tsclow Reporting Limits (see laboratory reports for compound specihc detection lirnits)

The compounds listed abovc are those that were detected - please see laboratory reports for full lists ofcompounds and their specihc detection limits.

Boring I.D.:

Sample Depth:

M8F-5 M8F-6 M8F-7 M8F-8 CTDEP PMC GBGroundwater

Area

CTDEP DEC ResidentiaVCommercial & Industrial

CT ETPH - (ppm) 2 5 1 205 t,070 3,020 2.500 ppm 500/2,500 ppmVOCs - Method 8260 (ppm)

Tetrachloroethene 0.00?5 BRL BRL BRL 1.0 ppm l2l I 10 ppm

SVOCs - Method 8270 (ppm.)

Benzo(a)anthracen€

Chlysene

Fluoranthene

P].rene

Totat SVOCS

BRL

BRL

BRI-

BRL

BRL

BRL

BRL

BRL

BRL

BRL

3.85

4.9

9 . 3 7

r 0.228.32

1.74

2.17

4 . 1 1

) .o)

t3.6'7

I ppm

I ppm

56 ppm

40 ppm

1/7.8 ppm

84/780 ppm

1,00012,500 ppm

1,00012,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRL

PCBs Method 8082 (ppm) 0.0399 0,0713 BRL BRL Not Applicable 1i 10 ppm

Total RCRA 8 Metals - ppm

Arsemc

Barium

Cadmium

Chromium

Lead

Mercury

14.4

53.6

1 . 6 8

25.0

268

0. t9

13.6

5 S . l

t .91

297

0.208

10.4

91.6

0 . 8 1 8

22.5

5'1.4

l . 7 t

4.86

47 .0

0.4t1

l0. t

28.3

0 . 9 1 2

Not Applicable

10/10 ppm

4,700/ t40,000 ppm

34/ 1,000 ppm

100/100 ppm

500/1,000 ppm

20/610 ppm

SPLP RCRA 8 Mctals - ppm

Barium

Chromium

Lead

0 . 0 1 7

0.0105

0.0507

0.0155

0.007

0.0454

0.0106

BRL

BRL

0.012

BRL

BRL

10.0 ppm

0.5 ppm

0.15 ppm

Not Applicable

TABLE l(c) - Results of Geoprobe@ Boring Soil Sample AnalyscsNew Haven Rail Yard M-8 Acceptance F'acilify

New Havcn, Connecticut

Boring I,D.:

Sample Depth:

M8F-g M8F- 10 M8F- l I

2'4',

M8F-12

2'-4',

CTDEP PMC CBGroundwater

Area

CTDEP DEC Residcntial/Commercial & Industrial

CT ETPH - (ppm) 2,450 2,660 BRL 263 2,500 ppm 500/2,500 ppm

VOCS - Method 8260 (pFm) BRL BRL BRL BRL

SVOCs - Method 8270 (ppm)

Benzo(a)anthracene

Chrysene

Fluoranthene

P1rene

Total SVOCs

1 . 7

2.27

3.6r3.94

I 1 . 5 2

BRL

BRI-

2.68

2.94

5.62

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

I ppm

I ppm

56 ppm

40 ppm

l/7.8 ppm

84i780 ppm

1,0002,500 ppm

1,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRL

PCBS - Method 8082 (ppm)

PCB-1254

PCB-1260

Total PCBs

BRL

BRL

BRL

BRL

BRL

BRL

BRI-

BRL

BRL

1.15

0.91

2.12

Not Applicable

Not Applicable

Not Applicabte

l/10 pptn

l/ l0 ppm

Ulo ppm

Total RCRA 8 Merals - ppm

A-rsenlc

Barium

Cadmium

Cbromium

Lead

M€rcury

Silver

3.38

33.9

0.4t I

8.49

26.2

0.631

BRL

6.54

5 2 . 1

0.52

7 .28

87.5

0.3'7 5

l0. t

7.89

7 6.0

0 . 5 t 5

9.03

t52

0.342

BRL

12.2'72.3

1 . 3 5

t 6 . 0

3 3 9

0.908

BRL

Not Applicable

10/10 ppm

4,700i 140.000 ppm

34/1,000 ppm

100/100 ppm

500/1,000 ppm

20/610 ppm

340/10,000 ppm

SPLP RCRA 8 Metals - ppm

Barium

Chromium

Lead

0.0106

BRL

BRL

0.006

BRL

BRL

0.0335

BRL

BRL

0.0263

BRL

BRL

10.0 ppm

0.5 ppm

0.15 ppm

Not Applicable

BRL - Below Reporting Limits (see laboratory r€ports for compound specific detection limits)

Thc compounds listed above are those that were detected - please see laboratory repofts for fulI lists ofcomoounds and their soecific detection limits.

TABLE l(d) - Results of Geoprobe@ Boring Soil Samplc AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New Hay€n, Connecticut

Boring I.D-:

Sample Depth:

M8F- l3 M{rF- t4 M8F- t5

4'-6'

M8F- r6 CTDEP PMC GBGroundwater

Atea

CTDEP DEC Rcsidcntial/Comrnercial & lndustrial

CT ETPH - (ppm) 899 180 BRL 345 2,500 ppm 500/2,500 ppmVOCs - Method 8260 (ppm)

Benzcnc

Ethylbenzene

lsopropylbenzene

Naphthalene

n-Propylbenzene

Toluene

1,2,4-Trimethyltrenzene

Xylenes (total)

BRLBRLBRLBRLBRIBRLBRLBRL

1.520,3090.07530.4470.1433.O20.209t . 4 1 3

BRLBRLBRLBRLBRL0.008BRLBRL

BRLBRLBRLBRLBRLBRLBRLBRI

0.2 ppm10.1 ppm132 ppm

56 ppml4 ppm

67 ppm70 ppm19.5 ppm

2l1200 ppm

500/ I,000 ppm500i 1,000 ppm1,000/2,500 ppnr500/ 1,000 ppm500/ 1,000 ppm500/1,000 ppm500/ I,000 ppm

SVOCs - Method 8270 (ppm)Benzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluorantheneBenzo(g,h,i)peryleneBenzo(k)fluorantheneChlyseneFluorantheneIndeno( 1,2,3-cd)pyrenePlreneTotal SVOCs

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

L 5 11.891.86

0.9s82.031.842.82

0.9682.45

t6.326

BRLBRLBRLBRI,BRLBRLBRLBRLBRLBRL

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

1 pPm1 ppmI ppm42 ppm

I ppmI ppm56 ppmI ppm

40 ppm

l/7.8 ppm

Ul ppm1/7.8 pprn

1,000/2,500 ppmli.4/78 ppm84i780 ppm

1.000i2,500 ppnrI i7.tt ppm

1,000/2,500 ppm

Pesticides - Metlod 808 t (ppm) BRL BRL BRL BRLPCBs - Method 8082 (ppm)

PCB-1254PCB-1260Total PCBs

2.261.243.5

BRLBRLBRL

BRLBRLBRL

BRL0.02740.0274

Not ApplicabteNot ApplicableNot Applicable

li l0 pprnl i l0 ppml i l0 ppm

Total RCR{ 8 Metals - ppmArsenlcBariumCadmiumChromiumLeadMercury

13.166_4t . l 820.55 1 8

0.242

9.0r96.60.628.3?q?

0.2'l

29.3156

0.56134.',7841

0.0698

5.5928.8

0 . 6 1 530.449.'l

0.0707

Not Applicablc

10/10 ppm4,700/140,000 ppn

34/1,000 ppm100/ 100 ppm

500/1,000 ppm

?0/610 ppm

SPLP RCRA 8 Metals - ppmBariumChromiumLead

0.0216BRL

BRL

0.0142BRL0.031

0.04180.012BRL

0.05710.0 t930 . 0 1 6 1

10,0 ppm0.5 ppm0,l5 ppm

Not Applicable

BRL - Below Reporting Limits (see laboratory reports for compound specific d€t€ction limits)

The compounds listed above are those that were d€tected - please see laboratory reports for full lists ofcompounds and thet specihc detection limits.

TABLE l(e) - Results of Geoprobe@ Boring Soil Sample AnalysesNew Haven Rail Yard M-8 Acceptaoce Facilit!

New Haven, Connecticut

Boring LD.:

Sample Depth:

M8F-17

4'-6'

M8F-18

2',-4',

M8F-19

?'4 '

M8F-20 CTDEP PMC GBGroundwater

Area

CTDEP DEC ResidentiaUCommercial & [ndustial

CT ETPH - (ppm) 8 , 5 1 0 287 3,260 136 2,500 ppm 500/2,500 ppm

VOCs - Method 8260 (ppm)

Naphthalene 0.268 BRL 0.0067 BRL 56 ppm 1,000/2,500 ppm

SVOCs - Method 8270 (ppm)

Anthracene

Benzo(a)anthracene

Benzo(a)p)'rene

Benzo(b)fluoranthene

Bcnzo(g,h,i)perylene

Benz-o(k)fluoranthene

Chrysene

Fluoranthene

Phenanthrene

Plrene

Total SVOCs

BRL

0.988

BRL

1.14

BRL

0.93

1.3 7

2.99

BR]-

l .o2

10.438

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

0.4'75

0.652

0.77 4

0 ; 1 7 8

I ' .J)J

0.674

0 . 8 1 2

t .68

0.848

t . '1

8.746

400 ppm

I ppm

I ppm

I pPm

42 ppm

I ppm

I ppm

56 ppm

40 ppm

40 ppm

1,0001?,500 ppm

lr.8 ppm

1/1 ppm

1/7.8 ppm

1,000/2,500 ppm

8.4/78 ppm

84/780 ppm

1,000/2,500 ppm

I,000/2,500 ppm

1,000i2,500 ppm

Pesticides - N{ethod 8081 (ppm) BRL BRL BRL BRL

PCBs - Method 8082 (ppm) 0.0216 0.0484 0.247 0.0286 Not Applicable l /10 ppm

Total RCRA 8 Metals ppm

Arsenic

Barium

Cadmium

Chromium

Lead

Mercury

6.41

46,1

0.569

38.4

79.8

0 . r 3 5

4.53

30.li

0.6'74

34.3

44.8

0.0605

5.6tt

42.7

0.735

56.9

124

0 . 1 9 5

t0.l

l 0 l

1 .9

12.3

283

0.641

Not Applicable

10/10 ppm

4,700i 140,000 ppm

34l1,000 ppm

100/100 ppm

500/1,000 ppm

20/6 l0 ppm

SPLP RCRA 8 Metals - ppm

Barium

Chromium

Lead

0.044

BRL

0.0298

0.085

0.0312

0.019

0.03

BRL

0.0161

0.0277

BRL

0.0182

10.0 ppm

0.5 ppm

0.15 ppm

Not Appticable

BRL - Below Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits-

TABLE l(f) - Results of Geoprobe@ Boring Soil Sampl€ AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New llaven, Connecticut

Boring [,D.:

Sample Depth:

M8F-21

2 ' 4 '

M8F-22

2'4',

M8F-23 M8F-24

2 ' 4 '

CTDEP PMC GBGroundwater

Area

CTDEP DEC Residential/Commercial & Indusrial

CT ETPH - (ppm) BRL t64 554 262 2,500 ppm 500i2,500 ppm

VOCs - Method 8260 (ppm)

Naphthalene BRL BRL BRL 0 . 1 9 8 56 ppm 1,000/2,500 ppm

SVOCs - Method 8270 (ppm)

Benzo(a)anthrac€ne

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Chrysene

Fluoranthenc

P1,re ne

Total SVOCs

BRL

BRL

Bzu-BRL

BRI-

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

0.888

1.37

t . I8

1.09

2.09

2 . 2 1

8.828

BRL

BRL

BRL

0.426

0.'77 L

0.705

t.902

I PPm

I PP.''

I PPm

I PP*

56 ppm

40 ppm

l/7 .8 ppm

li 7.ti ppm

8.4/78 ppm

It41780 ppm

1,000/2,500 ppm

1,000/2,500 pprn

Pesticides - Method 808 | (ppm)

a-Chlordane

g-Chlordane

0.0363

0.039

BRL

BRL

BRL

BRL

BRL

BRL

None Established

None Established

None Established

None Established

PCBs Method 8082 (ppm) 0. t04 0.0354 0.109 BRL Not Appticabte l /10 ppm

Total RCRA 8 Metals - ppm

Arsenlc

Barium

Cadmium

Chromiunr

Lead

Mercury

Selenium

9.91

60.8

0.61 I

7 . 3 1

694

0,0556

2.8

4.95

28.8

0.695

40.9

48.9

0.0614

BRL

6.41

39.2

0.599

29.4

99.7

0. t93

BRL

4 _ 1 1

34.9

0.70 t

44.9

22.0

0 . t t 5

BRL

Not Applicable

l0/10 ppm

4,700/140,000 ppm

34/l,000 ppm

100/100 ppm

500/ 1,000 ppm

20/610 ppm

340/10,000 ppm

SPLP RCRA 8 Metals - ppm

Barium

Chromium

Lead

0,0144

BRL

0.0088

0.0682

0.0214

BRL

0.0427

BRL

0.0336

0.03

BRL

BRL

10.0 ppm

0.5 ppm

0.15 ppm

Not Applicable

BRL - Below Reporting Limits (see laboratory reports for compound specifrc detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcomoounds and their sDecific detection limits.

TABI E 1(g) - Results of Geoprob€@ Boring Soil Sampl€ AnalysesNew Haven Rail Yard M-8 Acceptance Facilit-v

New Haven, Connecticut

Boring I.D.:

Sample Depth:

M8F-25

z'-4'

M8F-26 MgF-27 M8F-28 CTDEP PMC CBGroundwater

Area

CTDEP DEC ResidentialCommercial & Industrial

CT ETPH - (ppm) 206 404 BRL 932 2,500 ppm 500/2,500 ppm

VOCs - Method 8260 (ppm) BRL BRL BRL BRL

SVOCs - Method 8?70 (ppm)

Anthracene

Benzo(a)anthrac€ne

Benzo(a)pyrene

Benzo(tr)fluoranthene

tsenzo(g,h,i)perylcne

Benzo(k)fluoranthene

Chrysene

Irluoranthenc

lndeno( 1,2,3 -cd)plrene

Phenantfuene

Pyrene

Total SVOCs

0.59?

0.946

0.982

0.98

0.483

0.88

1.18

2.3 5

0.433

0.942

2.36

1 2 . 1 3 3

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

0.876

0,876

BRL

BRL

tsRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

400 ppm

I ppm

I ppm

I ppm

42 ppm

I ppm

I ppm

56 ppm

I pp-

40 ppm

40 ppm

1,000i2,500 ppml / ? R n n m

l i I ppm

l/?.8 ppm

1,000/2,500 ppm

8.4/78 ppm

84/780 ppm

1,000/2,500 ppm

1,000/2,500 ppm

1,000/2,500 ppm

Pesticides - Mcthod 8olt I (ppm) BRL BRL BRL BRL

PCBs Method 8082 (ppm)

PCB-1254

PCB-1260

Total PCBs

0,0259B R L

0.0259

0.43 I

0.0592

0.4902

BRL

BRL

BRL

BRL

BRL

BRL

Not Applicable

Not Applicable

Not Applicable

I /10 ppm

li t0 ppm

l/10 ppm

Total RCRA li Metals -ppm

AISenlc

Barium

Cadmium

Chromium

Lead

Mercury

10.7

t44

3.4'l

1 2 . 4

287

0.7 4'7

8,56

58.7

BRL

7 . t I

123

0 . 1 4 1

BRL

| 1 . 5

BRL

3.97

l { .18

BRL

1.6

r 9.3

0.33 3

7.39

25.3

0.0388

Not Applicable

l0/10 ppm

4,700/140,000 ppm

34/l,000 ppm

100/100 ppm

500i 1,000 ppm

20/610 ppm

SPLP RCRA I Metals - ppm

Barium

Lead

0.0362

0.023

0.0148

0.0226

BRL

BRL

BRL

BRL

10.0 ppm

0.15 ppm

Not Applicable

BRL - Below Reporting Limits {see labomtory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and thcir spccific detection limils.

TABLE l(h) - Results of ceoprobc@ Boring Soil Sample AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New Haven, Connecticut

Boring I.D.:

Sample Depth:

M8F-29 M8F-30

2' -4 '

M8F-3 I

2',4'

M8F-32

2',4'

CTDEP PMC GBGroundwater

Aiea

CTDEP DEC ResidentiaUCommercial & lndustrial

CT ETPH - (ppm) 294 475 184 450 2,500 ppm 500/2,500 ppmVOCS - Mcthod 8260 (ppm)

Naphthal€ne

Stlrene

BRI-

0 . t 8 3

BRL

BRL

0.192

BRL

BRL

BRL

56 ppm

20 ppm

1,000/2,500 ppm500/1,000 ppm

SVOCs - Method 8270 (pprn)

Anthacene

Benzo(a)anthracene

B e nzo( a)pyene

Benzo(b)fluoranthene

Benzo(g,h,i)perylene

tscnzo(k)tluoranthene

Chrysenc

Fluoranthenc

Phenanthrene

Pyrene

Total SVOCS

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRI

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

0.q2q

0. rJ l4

1.2

1.02

0.53

1.16

1.39

3.09

1. t t9

2.97

14.993

BRL

BRL

BRL

BRL

t . 3 t

BRL

BRL

1.52

BRL

2.5',1

5.4

400 ppm

I ppm

I PpmI ppm

42 ppm

1 ppm

t Ppm56 ppm

40 ppm

40 ppm

1,000/2,500 ppml/7.8 ppml/ l ppm

U7.8 ppm

1,000/2,500 ppm

8.4/78 ppm

84/780 ppm

1,000/2,500 ppm

1,00012,500 ppm

1,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRL

PCBS - Method 8082 (ppm)

PCB-1254

PCB- 1260'fotal PCBs

BRL

BRL

BRL

BRL

BRL

BRL

BRL

0.017 |

0.017 t

0.039

0_0185

0.0575

Not Applicable

Not Applicable

Not Applicable

l i l0 ppm

ti l0 ppm

l/10 ppm

Total RCRA 8 Metals ppm

Arsenlc

Barium

Cadmium

Chromium

Lead

Mercury

Silver

BRL

t 5.2

BRL'7 .06

r 6 . l

BRL

BRL

BRL

t 2 . 2

0.284

5 . 1 I

1 4 . 5

BRL

BRL

9 ; 1 7

1 3 8

1 . 8 8

l2_0

266

0.753

BRI-

8.03

0.931

7.01

t7'7

0.098 5

| . 1 8

Not Applicable

l0 i l0 ppm

4,700/140,000 ppm

34/1,000 ppm

100/100 ppm

500/l,000 ppm

20/610 ppm

340/10,000 ppm

SPLP RCRA 8 Metals - ppm

Barium

Lead

BRL

BRL

BRL

BRL

0.0242

0.0254

0.0 t 26

0.0179

10.0 ppm

0.15 ppm

Not Applicable

BRL - tse lou' Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and thek soecific detection limits.

' I 'ABl,E l{i) - Results of Geoprobe@ Boring Soil Sample AnalysesNew Hayen Rail Yard M-8 Acceptance Facility

New Ilaven, Connecticut

Boring I.D.:

Sample Depth:

M8F-33 M8F-34

4',-6',

M8F-35 M8F-36

4',-6',

CTDEP PMC GBGroundwater

Area

CTDEP DEC Residential/Commercial & [ndustdal

CT ETPH - (ppm) BRL BRT, 2,480 BRL 2,500 ppm 500/2,500 ppmVOCs - Method 8260 (ppm) BRL BRL BRL BRLSVOCs - Method ti270 (ppm)

Accnaphthylene

Anthracene

Benzo(a)anthracene

Benzo(a)pyrene

B enzo(b) fluoranthene

Benzo(g,h,i)perylene

Benzo(k)fluoranthene

Chrysene

Fluorantle ne

Indeno( 1,2,3-cd)pyrene

Phenanthrene

Pyrene

Total SVOCs

BRL

tsRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

7.'76

3 . t 2

28.0

28.2

29.2

9.95

36.3

33.839.5

12.7

2.9

58.5

289.93

BRL

BRL

BRL

BRL

BRL

BRL

BRI-

BRL

BRL

BRL

BRL

BRL

BRL

84 ppm

400 ppm

I ppm

I ppm

I ppm

42 ppm

I ppm

I pP-

56 ppm

I ppm

40 ppm

40 ppm

1,000/2,500 ppm

1,000/2,500 ppm

l/7.8 ppm

1/1 ppm

1/7.E ppm

1,000/2,500 ppm

8.4/78 ppm

84/780 ppm

1,000/2,500 ppm

U7.8 ppm

1,000/2,500 ppm

1,000i2,500 ppm

Pesticides - Method 8081 (ppm)

Dieldrin BRL BRL 0.0625 BRL 0.007 ppm 0.03E/0.36 ppm

PCBs Method 8082 (ppm) 8zu, BRL 0.194 BRL Not Applicable l/10 ppm

Total RCL{ 8 Metals - ppm

Arsenlc

Barium

Cadmium

Chromium

Lead

Mercury

Selenium

BRL

I l . - )

BRL

3.1t6

8 . l 6

BRL

BRL

BRI

10.4

BRL

4.41

3.65

BRI

BRI

1 7 . 7

72.4

0.957

7 .53

230

0 . 1 9 8

2.03

I 1.1

64.5

0.607

3.85

21.2

BRL

Not Applicable

10/10 ppm

4,700/140,000 ppm

34/l,000 ppm

100/100 ppm

500/1,000 ppm

20/610 ppm

340/l0,000 ppm

SPLP RCRA 8 Metals - ppm

Barium

LeadBRL

BRI

BRL

BRL

0.0126

0.03

0.0059

BRL

10.0 ppm0.15 ppm

Not Applicable

BRL Below Reporting Limits (see laboratory reports for compound specific d€tection limits)

The compounds listed above ar€ those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits.

TABLE l(i) - Resulls of Geoprobe@ Boring Soit Sample AnalysesN-ew Haven Rai[ Yard l\I-8 Acccptancc Facility

New Hay€n, Conoecaicut

Boring I.D.:

Sampte Depth:

M8F-37

2',4',

M8F-38

2'-4'

M8F-39 M8F-40 CTDEP PMC GBGroundwater

Area

CTDEP DEC ResidentiaYCommercial & [ndustrial

CT ETPH - (ppm) BRL BRL BRL 797 2,500 ppm 500/2,500 ppm

VOCs - Method 8260 (ppm)

Naphthalene

Toluene

Xylenes (total)

BRL

BRL

BRI,

BRL

0.106

BRL

0 . 1 7

BRL

BRL

0 . 1 8 1

0. t 5lt

0.2143

56 ppm

67 ppm

19.5 ppm

I,000/2,500 ppm

500/1,000 ppm

500/1,000 ppm

SVOCs - Method 8270 (ppm)

Bcnzo(a)anthracen€

Benzo(a)p5,rene

Benzo(b)fluoranthene

tscnzo(k)fluoranthene

Chrysene

Fluoranthene

Pyrene

Total SVOCs

2.15

2.61

3.37

3.94

4.26

21 .27

BRL

BRL

BRL

BRL

BRL

BRL

BRI

BRL

BRL

BRL

BRL

BRL

tsRL

BRL

BRL

BRL

BRL

BRL

BRI

BRL

BRL

2.03

2.09

4 . 1 2

I ppm

I ppm

I ppm

I pp-

I ppm

56 ppnr

40 ppm

l/7.8 ppm

Ul ppm

1/7.8 ppnr

8.4/78 pprn

84/780 ppm

1,000/2,500 ppm

I,000/2,500 ppm

Pcsticirles - Method 80xl (ppm) BRL BRL BRL BRL

PCBs Method 8082 (ppm) BRL BRL BRL 0.02_]4 Not Applicable l /10 ppm

Total RCRA 8 Metals - ppln

Afsenlc

Barium

Cadmium

Chromium

Lead

Me rcury

Selenium

Silver

28.8

64.5

0.937

1 4 . t

102

1 . 0 3

BRL

20.5

58.6

0.'795

7 .41

299

0.872

J , J J

BRL

I1.8

l 0 l

0.367

4.34

233

0.209

3 . 3 5

6.73

10.4

5 2 . 1

1 . 0

25.0

201

0 . r 3 6

BRL

L , 2 4

Not Applicable10/10 ppm

4,700i 140,000 ppm

34/1,000 ppn

100/100 ppm

500/1,000 ppm

20./610 ppm

340/10,000 ppm

340/10,000 ppm

SPLP RCRA 8 Metals - ppm

Barium

Lead

0.0126

0.0542

0.0121

0.0492

0.0098

BRL

0.0128

0.0263

10.0 ppm

0.15 ppm

Not Applicable

BRL - Below Reporting Limits (se€ laboratory reports for compound specific detection limits)

The compounds listed above are those that \acre detected - please see laboratory reports for full lists ofcompounds and their specihc detection limits.

TABLE 1(k) - Results of Geoprobe@ Boring Soil Sample AnalysesNel Haven Rail Yard NI-8 Acceptalce Facility

New Haveo, Conn€cticut

Boring I.D.:

Sample Depth:

M8F-4 |

4'-6',

M8F-42 M8F43

z',-4'

M8F44

1' , -4 '

CTDEP PMC GBGroundwat€r

Area

CTDEP DEC ResidentiaVCommercial & Industrial

CT ETPH - (pprn) 728 776 BRL 3 8 8 2,500 ppm 500/2.500 ppmvocs - Method 8260 (ppm)

EthylbenzeneNaphthalene

Toluene

1,2,4-Trimethylbeznene

Xylenes (total)

BRL

BRL

BRL

BRL

BRL

0.1230. r550 . 1 5 4

0.0696

0.342',7

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

tsRL

10. I ppm

56 ppm

67 ppm

70 ppm

19.5 ppm

500/l,000 ppm

t,000/2,500 ppm

500/1,000 ppm

500/1,000 ppm

500i | ,000 ppm

SVOCs - Method 8270 (ppm)

Bcnzo(a)anthracene

Benzo(a)pyrene

Benzo(tr)fluoranthene

Benzo(k)fluoranthene

C@sene

Fluoranthene

Pyrene

Total SVOCs

1.41

1.27

1.67

1.84

2.18

3 . t 4

3 . 1 I

14.62

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

tsRL

tsRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

1 pp-

I pp-

1 ppm

1 ppm

I ppm

56 ppm

40 ppm

l/7.8 ppm

1/l ppm

1i7.8 ppm

8,4/78 ppm

84/780 ppm

I,000/2,500 ppm

1,000/2,500 ppm

Pesticidcs - Method 80li | (ppm) BRL BRL BRL BRL

PCBs Method llOlt2 (ppm) BRL BRL BRL BRL Not Applicable l/ l0 ppm

Total RCRA 8 Metals ppm

Arsenlc

Barium

Cadmium

Chromium

Lead

Mercury

Selenium

9.64

40.4

0.516

9.8 rt52

0.307BRL

'7 .95t09

0.584It .73651.021.68

3.98

53.4

t t . lo2

4 . l l

5 l . l

0.0532.22

1.O

76.2

0.46r9.6

I t 9

0.586

BRL

Not Applicable

l0/10 ppm

4,700i 140,000 ppm

34i 1,000 ppm

t00i 100 ppm

500/1,000 ppm

20/6 10 ppm

340/ 10,000 ppm

SPLP RCRA 8 Metals - ppmBariumLead

0.009

0.0252

0.0962BRL

0.0064

BRL

0.0914

BRL

10.0 ppm

0.15 ppm

Not Appticable

BRL Below Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory repotts for full lists ofcomtounds and their soecific detection limits.

TABLE 1(l) - Results of Geoprobe@ Boring Soil Sampl€ AralysesNew Hayen Rail Yard M-8 Acceptanc€ Facility

New Haveo, Connecticut

Boring I.D.:

Sample Depth:

M8F-45

4' -6 '

M8F46

z'4'

M8F-47

2',-4'

M8F48

2'-4'

CTDEP PMC GBGroundwater

Area

CTDEP DEC Residential/Commercial & Industrial

CT ETPH - lppm) 203 I,I50 1,310 BRL 2,500 ppm 500/2,500 ppm

vocs - M€thod 8260 (ppm)

Benzene

Naphthalene

Toluene

Xylenes (totat)

0 . 1 8 8

0 . t 7 7

0.339

0.3237

BRL

BRL

BRI,

BRL

0.0725

0 . r33

0.202

0.24ss

BRL

BRL

BRL

BRL

0.2 ppm

56 ppm

67 ppm

19.5 ppm

2l1200 ppm

1,000/2,500 ppm

500/l,000 ppm

500/1,000 ppm

SVOCs - Method 8270 (ppm)

Fluoranthene

Plrene

Total SVOCs

BRL

BRL

BRL

t . 1 2

t .99

3 . 1 I

2.'77

3.26

6.03

BRL

BRL

BRL

56 ppm

40 ppm

1,000,'2,500 ppm

I,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRL

PCBs - Method 8082 (ppm) BRL 0.02t2 0.028 BRL Not Applicable l /10 ppm

Total RCRA li Metals ppm

Arsenrc

Barium

Cadmium

Chromium

Lead

Mercury

21.6

59.6

BRL

65.3

0.094rJ

19.7

69.0

0.457

7 .82

1 3 6

0.363

10.7

54.7

0.5 89

8.64

t 8 3

0 . 1 8 2

l .6 l

39.3

0.87 |

10.4

228

BRL

Not Applicable

l0/10 ppm

4,700/l40,000 ppm

34/1,000 ppm

100/100 ppm

500i 1,000 ppnr

20/610 ppm

SPLP RCRA 8 Metals - ppm

Barium

Lead

0.0216

BRL

0 . 0 1 3

0.0146

0 . 0 t 2

0.0261

0 . 0 1 5

0.021

10.0 ppm

0.15 ppm

Not Applicable

BRL - Below Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory r€ports tbr full lists ofcompounds and their specific detection limits.

TABLE l(m) - Results of Geoprobe@ Boring Soil Sampte AnalysesNew Hayen Rail Yard M-8 Acc€ptance Facility

New Haven, Connecticut

Boring I.D.:

Sample Depth:

M8F-49 M8F-50

2'-4',

M8F-51

2',4',

M8F-52

2',4',

CTDEP PMC GBCroundwater

Area

CTDEP DEC ResidentiaVCommercial & Industrial

CT ETPH - (ppm) BRL BRL BRL BRL 2,500 ppm 500/2,500 ppmVOCs - Method 8260 (ppm) BRL BRL BRL BRL

SVOCS - Method 8270 (ppm)

Fluoranthe ne

Pyrene

Total SVOCS

o.447

0.486

0.933

BRl-

BRL

BRL

BRL

BRL

BRL

BRL

BRL

BRL

56 ppm

40 ppm

1,000i2,500 ppm

1,00012,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRL

PCBs - Method 8082 (ppm) BRL BRL BRL BRL Not Applicable l/ l0 ppm

Total RCRA 8 Metals - ppm

Arsenic

Barium

Cadmium

Clromium

Lead

Mercury

Selenium

Silver

l . &

2t.6

BRL

4.29

23.6

0.0683

BRL

BRL

1.98

23.5

BRL

5 . t 2

9.99

0.0344

BRI,

BRL

I .96

25.6

BRL

6.56

6_6

BRL

BRL

BRL

3.94

95.3

0.499

t0.2

320

2.87

1.82

t .62

Not Applicable

10i l0 ppm

4,700/140,000 ppm

34/l,000 ppm

100/ 100 ppm

500/1,000 ppm

20/610 ppm

340/10,000 ppm

340/10,000 ppm

SPLP RCRA 8 Metals - ppm

Bsrium

Lead

0.0186

0.0497

0.0r46

BRL

0_0064

BRL

0.01 t8

0.0138

10.0 ppm

0.15 ppm

Not Applicable

BRII- Below Reportng Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompound.s and their specific detection lirnits.

TABLE l(n) - Results of G€oprob€@ Boring Soil Sampl€ AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New Haveo, Connecticut

Boring I.D.:

Sample Depth:

M8F-53 CTDEP PMC GBGrourdwater

Area

CTDEP DEC Residential/Commercial & Industrial

CT ETPH - (ppm) BRL 2.500 ppm 500/2.500 ppm

VOCs - Method tt260 (ppm) BRL

SVOCS - Method 8270 (ppm) BRL

Pesticides - Merhod 801{ I (ppm) BRL

PCBS Method 8082 (ppm) BRL Not Applicable l/10 ppm

Total RCRA 8 Metals - ppm

Aisemc

Barium

Cadmium

Chromium

Lead

Mercury

Selenium

4.42

98.3

0 . 5 2 1

5.68

333

2 . 2 1

t . 8 t

Not Applicable

l0/ l0 ppm

4,700/140,000 ppm

34/ I ,000 ppm

100/100 ppm

500/ 1,000 ppm

20/610 ppm

340/10,000 ppm

SPLP RCRA 8 M€tals - ppm

Barium

Lead

0.0208

0 . 0 1 I I

10.0 ppm

0.15 ppm

Not Applicable

BRL - Below Rcporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that w€re detected - please see laboratory reports for full lists ofcompounds and their specific dctection limits.

TABLE 2(a) - Results of Ballast Samplc AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New Hayen, Connecticut

Sample l.D.: MSFB-1 M8FB.2 M8FB-3 MI]F8.4CTDEP PMC GB

GroundwaterArea

CTDEP DEC ResidentiaVCommercial & Industrial

CT ETPH - (ppm) BRL BRL BRL BRL 2,500 ppm 500/2,500 ppm

vocs - Method 8260 (ppm) BRL BRL BRL BRL

SVOCs - Method 8270 (pprn) BRL BRL BRL BRL

Pesticides - Method 808 | (ppm) BRL BRL BRL BRL

PCBS Method 8082 (ppm) BRL BRL BRL BRL Not Applicable t/10 ppm

Total RCRA 8 Metals - ppm

Barium

Cadmium

Chromium

Lead

10.8

0.626

1.97

5.08

13.2

0.506

3.22

3.78

t3.4

0.731

2 . 1 2

4.'l

l 1 .4

0.775

) t )

5.95

Not Applicable

4,700/140,000 ppm

34/1,000 ppm

100i 100 ppm

500/ I,000 ppm

SPLP RCRA 8 Metals - ppm

Barium 0.0066 0.0082 0.009 4.0072 10.0 ppm

Not Applicable

BRL - Below Reporting Limits (s€e laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits-

TABLE 2(b) - Results of Ballast Sampte AnalysesNew Haven Rail Yard M-8 Acceptance Facility

New Haven, Connecticut

BRL - Below Rcporting Limits (see laboratory reports for compound specihc detestion limits)

The compounds listed above are thos€ that were d€tected - please se€ laboratory reporls for full lists ofcompounds and their specific detection limits.

Sample [.D.: M8FB.5 M8FB-6CTDEP PMC GB

GroundwaterArea

CTDEP DEC ResidentiaUCommercial & Industrial

CT ETPH - (ppm) BRI BRL 2,500 ppm 500/2,500 ppm

VOCs - Method 8260 (ppm) BRL BRL

SVOCs - Method 8270 (ppm) BRL BRL

Pesticides - Method 8081 (pprn) BRL BRL

PCBs - Method 8082 (ppm) BRL BRL Not Applicable l/10 ppmTotal RCRA 8 Metals ppm

Barium

Cadmium

Chromium

Lead

12.7

0.565

1 . I

3.89

t3.2

0.707

2.82

I 1 . 4

Not Applicable

4,700/140,000 ppm

34l1,000 ppn

100/ 100 pptn

500/l,000 ppm

SPLP RCRA 8 Metals - ppm

Barium 0.0073 0.005 10.0 ppm

Not Applicabte

TABLE 3 - Results of Railroad Tie Samplc AnalysesNew Haven Rall Yard M-8 Acceptance Facility

New Haven, Connecticut

BRL - Below Reporting Limits (see laboratory reports for compound specific detection timits)

The compounds listed above are those that were detected - please see laboratory repofts for full lists ofcompounds and their specific detection limits-

Sample I.D.: M8FT.1 M8FT.2CTDEP PMC GB

GroundwaterArea

CTDEP DEC ResidentiaUCommercial & Industrial

CT ETPH - (ppm) 11,600 3 3,600 2J00 ppn 500/2,500 ppmVOCS - Method 8260 (ppm)

Naphthalene 6.02 5.69 56 ppm 1,000/2,500 ppmSVOCs - Method 8270 (ppm)

AcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluorantheneBenzo(g,h,i)peryleneBenzo(k)fluorantheneCarbazolcCluyseneDibenzo(a,h)anthraceneDitrenzofuranFluorantheneFluoreneIndeno( 1,2,3 -cd)pyrcnc

l -Methylnaphthalene

2-MethylnaphthalenePhenanthrenePlreneTotal SVOCs

29.0t6.9

282.0227.099.3r60.034.2187.0152.0358.010.926.9876.042.140.43.78BRL463.0640.0

3,649.08

| 5.310.4

250.0137.054.3

144.02 t . lI4J.O199.0449.06.JE19.3

369.026.624.45.0

4.461 5 L 0301.0

2,330.24

84 ppm84 ppm

400 ppmI ppmI ppmI ppm42 ppr\I ppmI ppmI ppmI ppm

5.6 ppm56 ppm56 ppmI ppm

None Established9.u ppm40 ppm40 ppm

1,000/2,500 ppm1,000/2,500 ppm1,000/2,500 ppm

1/7.8 ppm1/1 ppm

li7.E ppmI,000/2,500 ppm

8.4/78 ppm311290 ppm84/780 ppm

lil ppm270/2,500 ppm1,000/2,500 ppm1,000/2,500 ppm

U7.8 ppmNon€ Established474/2,500 ppm1,000/2,500 ppnI,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRLPCBs - Method 801i2 (ppm)

PCB-1254PCB-1260Total PCBS

0 . 1 6 80.1640.332

0.4020.8531 .255

Not ApplicableNot ApplicableNot Applicable

1/10 ppml/10 ppml/10 ppm

Total RCRA 8 Metals - ppmBariumCadmiumChromiumLcadMercury

13.90.7 t42.962 1 . 8

0.0425

5.0uBRLt.768.4

BRL

Not Applicable4,700/140,000 ppn

34l I,fi)o ppm100/100 ppm

500/1,000 ppm20/610 ppm

TCLP RCRA 8 Metals - ppmBariumCadmiumLead

0,07610.0050.0244

0.1050.0040.0135

10.0 ppm0.05 ppm0. 15 ppm

Not Applicable

TABLE 4(a) - Results of Groundwater Grab Sample AnalysesNew Haven Rail Yard M-8 Acceptance Facil ity

N€w Ifuyen, Connecticut

Sample I.D.: M8F-14GW

M8F-24GW

CTDEP SurfaceWater Protection

Criteria

CTDEP Volatilization Criteria

ResidentiaVCommercial & Industrial

CT ETPH (ppm) BRL 1 .0 None Established Not Applicable

VOCs - EPA Method 8260 (ppb) BRL BRL

SVOCs - EPA Method 8270 (ppb)

Benzo(a)anthracene

Benzo(b)fluoranthenc

Berzo(g,h,i)peryle ne

Benzo(k)fluoranthene

Chrysene

Fluoranthene

Indeno(1,2.3-cd)plrene

P he nanthrene

Pyrene

0.42 5

0.762

0.73 8

0.65

0.5

0 . 9 1 2

0.6

0.35

0_85

BRL

BRL

BRL

BRL

BRL

0.27 |

BRL

BRl-

0.4

0.3 ppb

0.3 ppb

None Established

03 ppb

None Established

3,700 ppb

None Established

0.3 ppb

I10,000 ppb

None Established

None Established

None Established

None Established

None Established

None Established

None Established

None Established

None Established

Pesticides - EPA Method 8081A (ppb) BRL BRL

PCBs - EPA Method 8080 (ppb) BRL BRL

Total RCRA I Metals ppm

ATSENIC

Barium

Cadmium

Cfuomium

Mercury

0.007

0.0096

0.0048

15.7

0.00026

BRL

0.276

BRL

0.0079

0.00221

0.004 ppm

None Established

0.006 ppm

0.11 ppm

0.0004 ppm

Not Applicable

BRL Below Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits.

TABLE 4(b) - Results of Groundwater Grah Sample AnalysesNew Haven Rail Yard M-t Acceptance Facility

New Haven, Connecticut

Sampte I.D.: M8F-42GW

M8F-50

GWCTDEP SurfaceWater Protection

Criteria

CTDEP Volatilizntion CriteriaResidenrialCommercial & Industrial

CT ETPH (ppm) BRL BRL Nooe Established Not Applicable

VOCs - EPA Method 8260 (ppb) BRL BRl-

SVOCs - EPA Method 8270 (ppb) BRL BRL

Pesticides - EPA Method 8081A (ppb) BRL BRL

PCBs - EPA Method 8080 (ppb) BRL BRL

Total RCRA 8 Metals - ppm

Arsenic

Barium

Lead

tsRL

0.058

0.0132

0.0062

o.0122

0 . 0 1 2

0.004 ppm

None Established

0.013 ppm

Not Applicable

BRL llelow Reporting Limits (see laboratory repofts for compound speciiic detection limits)

The compounds listed above are those that werc det€cted - plcasc see laboratoqr reports fbr full lists ofcompounds and their specific dctcction limits.

APPEI\DIX ABoring Logs

EIgiggI Temporary M-8 Acceptance Facitity

Location: New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: MgF-l

Inspector: C. Criscuolo

Date:3-19-07

l 0t l l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Por'F, e A ATv/Backhoe-Moun6d Geoprcbes

E 6e a )o =

E

o

Description €.ao oo =

c ) o -o - 5

Sample Interval

Ground Surface 0.0

1 .0 -

2.0-

3.0-

4.0-

5.0-

6.0-

7.0-

Gray medium to coarse GRAVEL (BALLAST)

0.2 Macro Core 0'-2'

Dark-Brown fine to coarse SAND, trace Ash, Cinders, Concrete,Brick, & Wood (FILL)

Groundwater at 6'6.0

1 . 2

0.2

Macro Core 2'-4'

i . ! . . i l l t i -+ i: :q: ; : :q: l : : :q: i

::"::;.:r. i j;".:ii ! : . i ! j i - ! .

: :q: i : : { : i : . : :q: i

::r;:;_ :q.;i:j:".i

: :q:a :t:ij :i :q:l

:{:a:{:a:i:q:i

::q:ii:q:i:;:q:i

r,"-;r :qi; j :q:i

Macro Core 4L6'

8.0

0 .1 Macro Core 6'-8'

9.0-

10.0-

I t . u -

12 .0 -

End of Eoring at 8'

Soil Oescriotion: and = 35-50% some = 20.35% litlle = 10-20o/o trace = 1-10V"

Driller: W Lineberry

8k' Geoprone 540U

Depth to Water: 6'

Borinq Depth: 8'

Borinq Dia.: 2"

eAgg, 1 of 1

GEOPROBE SOIL BORING LOG l 0- r\ t I

Logical Environmental Solutions354 South River Road

Tolland, CT 06084f ru c k, Port a b I e & A TV/ B ac kh oe-M o u n tecl Ge oprobes

Proiect: Temporary M.8 Acceptance Facility

lgggE$, New Haven Rail Yard

g.Igq! Maguire croup lnc.

Borinq: l,l8F-2

lnsp€ctor: C. Criscuolo

g9!g 3-19-07

E 6{ r @

o

o

Descriptionc L oo o 6 a

F C L

Sample Interval

Ground Surface 0.0lv q\i,D-o1 Gray medium to coarse GRAVEL (BALLAST) 0.5

0 Macro Core 0'-2'{:i;:.qi

l:td j-!1

t:i i:{:

s,-.:.d.:

q:i!:/:

4 i : : :

{:i"':q:r

cris.: :.::". i

(:if :q:i

?ri.r :i:q. :i

{ : i : ; :q. i

?:i{ :,::ol:i

ft:;:q:i

,i.i'.tti

qi i -q: i

i i r : ; .c: i?'..d rt.!:{:i i.{:i

?i i :c: i

Dark-Brown fine to coarse SAND, trace Ash, Cinders, Concrete,Brick, & Wood (FILL)

Groundwater at 6'6 .0

0.8 Macro Core 2 -4'

0.3 Macro Core 4'-6'

8.0

0 .1 Macro Core 6'-8'

9.0-

10 ,0 -

| | .u -

1 2 . O -

End of Boring at 8'

Soil Description: and = 35-500/6 some = 20-35% little = 10-20% trace = 1.10%

Driller: W. Lineberry

!!9. Geoprone 540U

Deoth to Water: 6'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: I of I

rei$li Temporary M.8 Acceptance Facility

Location: New Haven Rail Yard

e.Igg! Maguire Group Inc.

Borinq: M8F-3

Inspector: C. Criscuolo

Date:3-19-07

ifLogical Environmental Solut ions

354 South River RoadTolland, CT 06084

Truck, Pottable & AfylBackhoe-Mountecl Geoprobes

; : io o

o

ct)

Description 5.a3,s

Fo a; i c r

Sample lnterval

Ground Surface 0.0

1 .0 -

3.0-

4.0-

c.u-

6.0-

7.0-

.v q rhv

p"CI.# Gray medium to coarse GRAVEL (BALLAST) 0.5

0.4 Macro Core 0 -2'Dark-Brown to Black fine to coarse SAND. little Ash & Cinders.trace Concrete & Brick (FILL)

t . 3

t . . ll t

Red-Brown fine Sand, little Silt2.5

2.4 Macro Core 2'-4'ii;::t*1::i,i'ii .e ii.o.:i

'.d.::;.qi;::ni

t :d : l :a : iq : r'.?:; .z i .::z i

:qi :{ i : ;qi

-! :a:! .1: i . ! :

:q: i :{ : i : j :q: i

r:q:aY:i:;:q:i

;:o.:i ti, :;:'.:i

r:q:i;qri::;:q:i

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

Groundwater at 6'6.0

2.O Macro Core 4'-6'

8.0

0.5 Macro Core 6 -8'

9.0-

10.0-

1 1 . 0 -

12 .0 -

End of Boring at 8'

Soil Descriotion: and = 3S50% somo = 20-35% little = 10-20% trace = l-10%

Driller: W. Lineberry

gg; Geoprone 540U

Depth to Water: 6'

Borinq Oepth: I'

gg!i!s-B.is- 2"

Paoe: 1 of I

GEOPROBE SOIL BORING LOG t - ^

i o| I '

Loqieal Environmental Solutions354 South River Road

Tolland. CT 06084Truck Porleue & ATv/gackhoe-llounted ceoo.obes

Plgigg!' Temporary M-8 Acceptance Facility

Location: New Hav€n Rail Yard

Client: Maguire Group Inc.

Borinq: M8F4

Inspector: C. Criscuolo

Date: 3-l S7

E 6o c to g

o

oDescription Fg6 a

d g

Sample Interval

Ground Surface 0 .0

' t .0-

2.O-

3 ,0 -

4.0-

5.0-

6.0-

.::q-i:qa::q:

iii:iEl: o - . o . . : <

j ; f l . . .9 . . , j l_+ :_or'.c_a :.10 . . o . ' . . : (lo "o :co.-:r.o-. .q..: j .{.o : .o. ,co :' : o . . o . . : {:O. ' o- :Co -

t3.=&tjt - E - . r ' ,

.': 'q^.+l

.F:-1;--#i. o lri :l. i

$,w"$l io ld 'i: i

F,u'$ir,lu a.t.f :-1l,"'.Ft, o.f" :?, t

.f "+"..f', o 9; .?, t'9;,;*i s;

ASH & CINDERS, little fine to coarse Gravel (FILL) 0.5

0.3 Macro Core 0'-2'

Dark-Brown fine to medium SAND, little Silt, Ash & Cinders,trace fine to coarse Gravel (FILL)

3.03.4 Macro Core 2'-4'

Red-Brown fine to coarse SAND, little Silt

Groundwater at 5.5'c . J

1 . 1 Macro Core 4'-6'

8.0

0.2 Macro Core 6 -8'

I 0-

1 0

1 1 . 0 -

12.0-

End of Boring at I'

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = l-l0olo

Driller: W. Lineberry

Elgj Geoprone 54Ou

Depth to Watgr: 5.5'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: I of 1

GEOPROBE SOIL BORING LOGProiect: Temporary M.8 Acceptance Facility Borino: MgF-s

!9991!iS, New Haven Rail Yard Inspector: C. Criscuoto

Client: Maguire Group Inc. Date: 3.15.07

l o\J I

Loqical Environmental Solut ions354 South River Road

Tolland. CT 06084fruck, Poftahle & Afv/Beckhoe-Mountd Ceoryobes

: i :o oo g

Eo

Description -aEo o o o -

Sample Interval

Ground Surface 0.0

1 .0-

2.O-

3.0-

4.O-

5.0-

6.0-

7 .O-

F:i,I:i,;:iiih-!:d:f:t:i-l:t6ii:'';;.:. -o . . o - : . ' - c: o i o : C o l

i : oj' l;; :. . o . . + . . . . n:O r ' 0 : dq l;i P-. .q...;;.1o : o , _ {o :. _ .o . . 4 . . ' _o: O r ' O : C O _r : 9 . q . r : a

t - 8 . . ) . .

oY.9;.ol-F.ii".Ft - F . . r - .

oY.9-.o!*f :i.;-.rf. o lft :?i iE : . - : : . . s :.r V.rl ,<1ft: i ; ts -.- S-.f.'.r".ff ,o io.?1i :

$,";$f, o lo :?1t:'e; ;i s-

ASH & CINDERS, little fine to coarse Gravet (F|LL)

o.2 Macro Core 0'-2'

Dark-Brown fine to medium SAND, lit e Silt, Ash & Cinders.trace fine to coarse Gravel & Concrete (FILL)

3.04.4 Macro Core 2'-4'

Red-Brown fine to coarse SAND, little Silt

Groundwater at 5.5'5 .5

0.9 Macro Core 4'-6'

8.0

0.3 Macro Core 6'-8'

9.0-

10.0-

11 ,0 -

't2.o-

End of Boring at 8'

Soil Descriotion: and = 35-50o/o some = 20-35% tittte = 10-20o/o trace = 1-10%

Driller: W. Lineberry

B!S, Geoprone 540U

Deoth to Water: 5.5'

Borino Depth: 8'

Borinq Dia.: 2"

Paoe: I of 1

GEOPROBE SOIL BORING LOG l 0( t l

Loqical Environmental Solut ions354 South River Road

Tolland, CT 06084fruck, Podable & ATv/Backhoe.lloune l Geop.obes

elgiggli Temporary M-8 Acceptance Facitity

Location: New Haven Rail Yard

Client: Magui16 Group Inc.

Borinq: M8F-G

lnsoector: C. Criscuolo

Date: 3-15-07

=aao oo =

E

oDescription -o.6

o { ) o Eo - 5

Sample Interval

Ground Surface 0.0

1 .0 -

2.0-

3.0-

4.0-

5.0-

6.0-

7.0-

:?:ij:'.:iii!:i

:".:; :D. ir :.: :o.:i

Gray medium to coarse GRAVEL, little Elack Ash & Cinders u.5

0.3 Macro Core 0'-2'

Red-Brown to Olive-Brown fine to coarse SAND. trace fine tocoarse Gravel & Ash (FILL)

3.01 . 6 Macro Core 2'-4'': e.9ft :{. i

. 9 : . - j s :

"f:1j".F' :91* '?: t. $ : . - ; i i l :

" rU.F'.,i'Y;);,:$ 9; .?, rS

- . : - S:

.F:-1r".F':5 9; .?; r

F,"sil, it 9; .1, t

.f -1).f1:6 9; .f, t

Red-Brown fine to coarse SAND, some Ash & Cinders {FILL)

Groundwater at 5'5.0

0.6 Macro Core 4'-6'

8 .0

0 Macro Core 6'-8'

9.0-

10 .0 -

11 .0 -

12.O-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = 1-10%

Driller: W Lineberry

B!$. ceoprone 540U

9ed[!4@s'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: 1 of 1

ElgiCgl! Temporary M-8 Acceptance Facility

!99a!!9![ New Haven Rait yard

Client: Maguire Group lnc.

Borinq: M8F"7

Inspector: C. Criscuolo

9a!9, 3-26-07

I

i o\, I

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Portable & ATv/aackho*MounEd Geoprol,t.s

c L oO C '

o

U'

Oescription E.Eo oo 5

6 ao - =

Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.O-

5.0-

6.0-

7.0-

rv rl \r|,,'r\.a).ff;-RX;r:y--qb*v_o : .o:t .co :- : o . . o 1 . . <o - o : c o l: l d . : q . ; j Jo : o : . 4 0 :. : o . . o - 1 . : <o r 'o' :co .-: ' .o' . .q . j : Ja : 4 j . c 0 - j' : o - . - o . : : (

r . p-. .q' . . i , Jo : g ; . ( a :: o . . o . . : <

r, p-. .q.. .1i1.0 : 9 r ' . ca :- : o . . q - . - : (

Gray medium to coarse GMVEL (BALLAST)1 . 0

0 Macro Core 0'-2'

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little Brick, trace Concrele & fine to coarse Gravel (FILL)

5 .0

0.8 Macro Core 2'4'

o.2 Macro Core 4'-6':i,;'::1,t':i;1:".:;-;:'.:ij.i:ol

Y.!:{.t:i.s:q:a:4:i:.::q

:"::;e.:i:::'l

:q:l:4:!;::q

:F.:;::'.:iri:el

Black ASH & CINDERS, little fine to coarse Sand & Gravel(FrLL)

Groundwater at 6'6.0

8.0

0 Macro Core 6'-8'

9.0-

10.0-

1 1 .0 -

12.0-

End of Boring at 8'

Soil Descriotion: and = 35-50% some = 20-35% liftle = l0-20o/o trace = 1-10%

Driller: W. Lineberry

B!$, Geoprone 540U

Depth to Water: 6'

Borino Depth: 8'

Eorinq Oia.: 2"

Paqe: I of I

GEOPROBE SOIL BORING LOGProiect: Temporary M-8 Acceptance Facility Borinq: MgF-g

!9ga!!9!j New Haven Rail Yard lnspector: C. Criscuolo

Client: Maguire Group Inc. Oate:3-26-07

t , ^

i oi t l

Loqical Environmental Solut ions354 South River Road

Tolland, CT 06084Truck, Portable & ATv/Backho*lllounted Caoprcbes

E a6 g

E

tt,

Descriptionc L o

3 g o 6 .Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3,0-

4.0-

5.0-

6.0-

7 .0-

$rHGray medium to coarse GRAVEL (BALLAST)1 . 0

0 Macro Core 0'-2'g_ :.ol '_4.o :. : o . - - + . : : cO r ' O : C o l1 ; { . 9 : . , ; {o : o . . a d :

9 .:1o.:.cq ri , q . 9 . i , . 1. d i P : - Jg :' : o . . o . : . 4o : o : c o lr,9: q..r;-1.o : Pr ' .4 t :. : 0 . . o . . : a

r;r,...9:.. i i t. o : _ o j . c _ a :. :o . . o . . : co ._ a .co- .

:q:a:q:i i:qi:".i'j:o. i,j j:'.:i

?.1:{.r:;.s-1:qi;q: i : :qi

:"jj:". ij-j :'. t

:r. i :/. i: ::q:i

:r.:;'::t,:iij:?.:i

:q:ii.{ri::.::q:i

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little Brick, trace Concrete & fine to coarse Gravel (FILL)

5.0

0.2 Macro Core 2'4'

0 Macro Core 4'-6'Black ASH & CINDERS, little fine to coarse Sand & Gravel(FrLL)

Groundwater at 6'6.0

8.0

0 Macro Core 6'-8'

9.0-

10.0-

1 1 .0 -

12 .0 -

End of Boring at 8'

Soil Description: and = 35-50% some = ?0-35% little = 10-20% trace = 1.10%

Driller: W. Lineberry

Eigj Geoprone 5/t0U

Depth to Water: 6'

Borinq Deoth: 8'

Borinq Dia.: 2"

Paqe: I of 1

GEOPROBE SOIL BORING LOG I

i o( t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truc R, Pottable & AMEactihcE-M ounEd Geoprobes

EIgiCgl! Temporary M-8 Acceptance Facitity

lggetig![ New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: M8F-g

InsDector: C. Criscuolo

Date: 3-26-07

E t oo o

o.(lcg,

Description E 5( r o o a Sample Interval

Ground Surface 0.0

1 .0 -

4.0-

c.u-

o_u-

7 .O-

l"r-%lGray medium to coarse GRAVEL (BALLAST)1 0

0 Macro Core 0'-2'.o-i.ii' : o . . - o . . :: O . + : c a,, .--. ..c..., :a : o : ' : . { a' : o . . - q . . . ::A r 'O : gq: j 9 . . .q . . ; ;

b : o r t . 4 { _.10 . . ' o . : . :

, j .9 . . . .9 . . , io : -4. .C_O

0 : _o. .c_o

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little Brick. trace Concrete & fine to coarse Gravel (FILL)

5 .0

0.4 Macro Core 2 -4'

0.2 Macro Core 4 -6'

l: .. :!1 i:i +:

:{:i;{:i:i:{:

Black ASH & CINDERS, little fine to coarse sand & Gravel(FtLL)

Groundwater at 6'6 .0

8.0

0 Macro Core 6!8'

9.0-

10.0-

1 1 .0 -

12.0-

End of Boring at I'

Soil Description: and = 35-50% some = 20-35% little = 10-20o/o trace = l-10%

Orill€.: W. Lineberry

Elgj Geoprone 540U

Depth to Water: 6'

Borinq Deoth: 8'

Borino Dia.: 2"

gggei I of 'l

GEOPROBE SOIL BORING LOG I

A O| I l

Logical Environmental Solutions354 South River Road

Tolland. CT 06084Truck, Portable & ATvl8eckhoo+lount .l ceoprcbes

e!gi$j[ Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

Client Maguire Group Inc.

Borinq: M8F-10

lnsoector: C. Criscuolo

Date: 3-26-07

-o. 6

o d )o g

o

oDescription

o . oo o o a Sample Interval

Ground Surface 0.0

1 . 0 -

2.O-

3,0-

4.0-

5 .0 -

6.0-

7 .O-

av grhv's^o1t3no.€r:\./--qb+\4o : + r ' - c 4 :. : o . . - o - . : <' a _ . + : c o l; : p . . . o . . i r Ji l: or'io' :. .o . . o . : :<

, ; .8 . .q . . r ,J.o : .or'.c9 :. - . 4 . . o . . : <o . c . c + . ': , .o . q . . i j t.o : .ar-.c.0 :. - -o ._ o - : - : (

::.ol .o..-., lt.o' : .ar'.cf :. - -o . . o . : :<

Gray medium to coarse GMVEL (BALLAST)1 . 0

0 Macro Core 0'-2'

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little 8rick, trace Conc.ele & fine to coarse Gravel (FILL)

5.0

Macro Core 2'-4'

o.4 Macro Core 4'-6'-q:i :{:l l:q:'.o.ti

.qi;.i .21

s.';14 ;a:i a..{:i :r':.:i:q:

:c.:; :". i.i:'.:i-!1'. :! .! :i.!'.:qr i :{ i : ; :q: ii.{1ri:l:i:i.{::o.ri:'.:i!.:;:q:ii.i1.:l:.i:i.!:

:q:l::{:Ii'q:i

Black ASH & CINDERS,(FrLL)

Groundwater at 6'

little fine to coarse Sand & Gravel

6.0

8.0

0 . 1 Macro Core 6'-8'

9.0-

10 .0 -

1 1 . 0 -

' t2.o-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = 1-10%

Driller; W. Lineberry

8!S, Geoprone $40U

Depth to Water: 6'

Borinq Depih: 8'

Borino Dia.: 2"

Paqe: I of I

r a .

i o( t l

Loqical Environmental Soluiions354 South River Road

Tolland, CT 06084Truck. Podaue & A|U/B ackhoe-tttounted Geoprohes

Proiect: Temporary M-8 Acceptance Facility

Egql!!g![ New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: M8F-l I

Inspector: C. Criscuolo

Date:3.26-07

tL clo o .n

Description €.aI E o a

Sample Interval

Ground Surface 0.0

1 .0 -

2.0-

4.0-

5.0-

6.0-

7.0-

1v q rhv

/(\ /)/c;kvhiv-qts'-vd : o : - . c o -' _ o . ' o . : . : <

; : o ' ' . c ; ' :. : o . o . : : <

r ; .9 . . . .q . : ; r-o :.o j:.c.o :. - .o . . o -1 : (. : o . - o . . : <.a j 9: I .1.o-:. : 0 . . o 1 . - <' o r ' o : co l. : d - d . . : <

i : 0 , ' . i i ' ::o . . o . . .<

Gray medium to coarse GRAVEL (BALLAST)1 . 0

0 Macro Cor€ 0 -2'

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little Brick, trace Concrete & fine to coarse Gravel (FILL)

5.0

0 Macro Core 2'4'

0 Macro Core 4'-6':q:a:qiii:;:q:i

:q:;:q:il:j:q::i

'x.'at4 .'it;v .':C:i.{:i.:r:{:i:o_D: :e. :iri i :"1:i

.q: i :q: i i :q: i

;q:i: :?. :ir: :j :qi

Black ASH & CINDERS,(FrLL)

Groundwater at 6'

liftle fine to coarse Sand & Gravel

6.0

8.0

0 Macro Core 6'-8'

9.0-

10.0-

1 1 .0 -

12 .O-

End of Boring at 8'

Soil Doscriotion: and = 3t50% some = 20-35% little = '10-20% trace = 1'10%

Driller: W. Lineberry

E!$, Geoprone 540U

Depth to Water: 6'

Borino Depth: 8'

Borinq Dia.: 2"

Pggg 1 of 1

GEOPROBE SOIL BORING LOG I

i.ot r l\ t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Portaue & AruBackhoe.Mounted Geoprobes

&i99$ Temporary M.8 Acceptance Facility

!999!ig![ New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: MgF-12

Inspector: C. Criscuolo

Oate:3-15-07

: : :o oo 3

cU)

Description . c ^E 6o c to g

o aSample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.O-

5.0-

6.0-

7 .O- <i.F-+:-L-..fi r ' d . . r " ,: r J . f t . 1 : i

Black ASH & CINDERS with little to trace Red-Brown fine tocoarse SAND & fine to coarse Gravel (FILL)

Groundwater at 5.5'5.5

0 .1 Macro Core 0'-2'

0.4 Macro Core 2'-4'

0 .1 Macro Core 4 -6'

8.0

0 Macro Core 6'-8'

9.0-

10.0-

11.0-

12.0-

End of Boring at 8'

Soil Description: and = 35.50o/o some = 20.35% little = 10-20% traee = l-10%

Driller: W. Lineberry

!!g Geoprone 540U

Depth to Water: 5.5'

Borinq Depth: g'

Borinq Dia.: 2"

Pggg. 1 of 1

iiLoqical Environmental Solutions

354 South River RoadTolland, CT 06084

Truck, PorTahle & AfvlBackhoe-Mounted Geoprohes

Proiect: Temporary M-8 Acceptance Facility

Locaiion: New Haven Rail Yard

Clienl: Maguire Group Inc.

Borinq: M8F-13

Insoeclor: C. Criscuolo

Date: 3-15.07

1 .

a

J .

A

5 .

6 .

Black ASH & CINDERS with little to trace Red-Brown fine tocoarse SAND & fine to coarse Gravel (FILL)

Macro Core 0'-2'

Macro Core 2'4'

Macro Core 4'-6'

Macro Core 6'-8'

5.5

0

o.2

0 .1

0

End of Boring at 8'

Soil Description: and = 3s50% some = 20-35% little = 10-20o/o trace ='l-10%

Driller: W. Lineberry

8!gj Geoprone 540U

Depth to Water: 5.5'

Borinq Depth: 8'

Sil$b-2"

Paqe: 1 of 1

GEOPROBE SOIL BORING LOG t ^

i of l l

Logical Environmental Solutions354 South River Road

Tolland, CT 06084f ruck, Pothble & AlylBackhoe.tlounte<I Geopfobes

&i$!: Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: MgF-14

Inspector: C. Criscuolo

Date: 3.19-07

a 6o { ,o 5

o

at,

Description E ^7 1o oo 9

o ad - 5

Sample Interval

Ground Surface 0.0

'1.0-

2.O-

3.0-

4.Q-

5.0-

6 .0 -

7 .O-

Gray medium to coarse GRAVEL (BALLAST) 0.5

0.3 Macro Core 0 -2'

Dark-Brown to Black fine to coarse SAND. little Ash & Cinders.trace Concrete & Brick (FILL)

4 ,0

Macro Core 2'-4'

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FlLL, wet)

6.0

4.0 Macro Core 4'-6'

Red-Brown fine to medium Sand, trace Silt

8.0

0.4 Macro Core 6 -8'

9.0-

10.0-

1 1 .0 -

12.O-

End of Boring at 8'

Groundwater Grab Sample Collected

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = 1-'10%

Driller: W. Lineberry

Elgj Geoprone 54lU

Depih to Water: 4'

Borinq Depth: 8'

Borino Oia.: 2"

Paqe: 1 of 1

Elgigg! T6mporary M-8 Acceptance Facility

!999!!9q. New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: M8F-15

Inspector: C. Criscuolo

Date: 3-19.07

l ^

i o( t l

Loqical Environmental Solutions354 Souih River Road

Tolland, CT 06084f ru c k, Poda b I e & A TV/B ac k hoe- rll ou nte.l G e o probe s

E 6q r o

o

U'

Description 5.aq ' { 'o g

o ao - =

Sample Interval

Ground Surface 0.0

1 .0 -

2.0-

3.0-

4.0-

5.0-

o-u-

7 _0-

rv q.h\.,/(\ n,/(ilrPri8:q:-Y:i;::q::o::ij ,F. +j;::o. :

;q:a:q:a;:q:'.o.t:q :i;i'.o.:

:q:l':q:iJ:::q:' .2$:qi; . ; .7:

:qi:qd:::q:

: i : ; : i : i t i : :

i{,'i-i{-'ritF. :'.4,i.q.i .:.r.1

i-l:r:!:.:i):'./.:i:qi:.1:

'.F.i:q i .: .a.1

:q:l':q:i:;::q:

....:

Gray medium to coarse GRAVEL (BALLAST) 0.5

0. '1 Macro Core 0'-2'

Dark-Brown to Black fine to coarse SAND. little Ash & Cinders.trace Concrete & Brick (FILL)

4,0

3.4 Macro Core 2 -4'

Black Ash & Cinders, lattle fine to coarse Sand, trace fine tocoarse Gravel {FILL, wet)

6.0

3.4 Macro Core 4 -6'

Red-Brown fine to medium Sand. trace Silt

8.0

0.6 Macro Core 6'-8'

9.0-

10.0-

11 .0 -

12.O-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = l-10%

Driller: W. Lineberry

8!gj Geoprone 540U

Depth to Water: 4'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: I of I

GEOPROBE SOIL BORING LOGProiect: Temporary M-8 Acceptance Facility Borinq: M8F-16

Location: New Haven Rail Yard Inspector: C. Criscuolo

9U9!l[ Maguire croup Inc. Date: 3-21-07

toa r .

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Portable & ATvlBackhoe-Mounbd Geoprcbes

€a6 E

o

o

Description - c ^X r i@ a Do g

o a- o .

Sample Interval

Ground Surface 0 .0

1 .0 -

2.O-

3.0-

4.0-

5.0-

6.0-

7 .O-

':i+: ii,i: i ii.

: { i : { i j i : { :'.d..j;:2i; .;.4:

:c:ii :q:i:i:q:i

+i:,i::4.:l

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

0 Macro Core 0'-2'

0 Macro Core 2'4'

_ d : . o : - . t t :. -o . . - a . . . .4' O r ' q : C O l

: ; .9.. ..q. .; ; .19 : .o:: . i9 :- : o . . o . . . : 4:O r 'O ;CO l9 ' : a : . c l :. : o - . o . : . : 4' O j O : d O . -

, ' .o , . .q . . . , , {

Red-Brown fine to medium SAND, little Silt, trace fine to coarseGravel

Groundwater at 4'4.0

5.00 Macro Core 4'-6'

ffiGray Clayey SILT

8.0

0 Macro Core 6'-8'

9.0-

10.0-

1 1 . 0 -

12.0-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% littte = 10-20% trace = 1.10olo

Driller: W. Lineberry

BiS. Geoprone 540U

Deoth to Water: 4'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: 'l of 1

r a .

i o\!t I

Loqical Environmental Solut ions354 South River Road

Tolland. CT 06084Truck, Portable & AfV/Ba*hoe-M ounted Geopmbes

Proiect: Temporary M-B Acceptance Facility

Location: New Haven Rail Yard

Client: Maguire Group lnc.

Borinq: MgF-17

Inspector: C. Criscuolo

Date:3-21-07

E 63 e jt

Description cl oto q , 6 a

E E

Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.0-

c.u_

o . u -

7.0-

i3:'.:b.'.'i :i]:t:aj;.i.;:'.zti

r:q:i:{ii:q:i

r:o.:;j:9i..j .q:i

i'-i:iFj. : o - . c l . . c

, .O .q . . : IA :9 : . 4 -d :' : o . . - o . . : i

+ i i ' i ' c b i'1o. . - c . : (r , 9 . . q . r , . 1; . ; . . ; .

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

2 .5

0 .1 Macro Core 0'-2'

1 .9 Macro Core 2'-4'Red-Brown fine to medium SAND, little Silt, trace fine to coarseGravel

Groundwater at 4'4.Q

5.03.6 Macro Core 4'-6'

W4

+1Gray Clayey SILT

8.0

0 Macro Core 6'-8'

9.0-

10.0-

| | . u -

12.0-

End of Boring at 8'

Soil Descriotion: and = 35-50% some = 20-35% little = 10'20% trace = l-10%

Driller: W. Lineberry

Blgj Geoprone 540U

geslL@ls4'

&4!s-9s88'

Borino Dia.: 2"

Pgge:. I of 'l

I

i ol r l

Loqical Environmental Solul ions354 South River Road

Tolland. CT 06084Truck, Portable & ATUlBackhoe-MounGd Geoprcl€s

elgigli Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

gliqli Maguire Group lnc.

Borino: MgF-18

USpCglgC, C. Criscuolo

Date: 3-21-07

=;ao ( ,o = o

Description t L oo o o a

o - - =

Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.0-

J . U -

6.0-

7 .O-

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

0 Macro Core 0'-2'

0 Macro Core 2'4'I : .O- .C.O. : o . . o . . . 'Q . o : c O

o : -o. ,+o. 1 4 . . q . . . :o . _ o : c oo :.o;i.!.o'' ' o - o . : . '

Red-Brown fine to medium SAND,Gravel

Groundwater at 4'

little Silt, trace fine to coarse

4.0

U Macro Core 4'-6'w)ffi+r4

Gray Clayey SILT

8.0

0 Macro Core 6'-8'

9.0-

10.0-

t z , v '

End of Boring at 8'

Soil Descriotion: and = 3$50% some = 20-35% little = 10-20% trace = l-l0o/"

Driller: W. Lineberry

B!$. Geoprone 5/()U

Depth to water: 4'

Borinq Oeoth: 8'

Borinq Dia.: 2"

Pgge: I of I

Proiect: Temporary M-8 Acceptance Facility

Egel!g![ New Hav6n Rail Yard

Client: Maguire Group Inc.

Borinq: M8F-i9

Insoeclor: C. Criscuolo

Date:3-21-07

I

i of l i

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084T ruck, Podable & ATv/Backhoe-Mounted Geoprobes

E 6o o

6

Description E 6o oo =

. r iSample Interval

Ground Surface 0 .0

4.0-

6.0-

':ii::ii"::i;

:F-ij .9ii :;:el:

:i:; :'. iJ j:"1:i.t:a:l:rt.l:

:q:i;q:i-j:q:

:{j.:q:ii:q:

:;.i::t:;r :;:i::'l:;'::q :i.r i:el:

:q:ij:o. iij:e.:

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt, mlxed with Gray to OliveBrown Clayey Silt (FILL)

Gtoundwater at 5'5.0

0 . 1 Macro Core 0'-2'

2.6 Macro Core 2'4'

Macro Core 4'-6'5.5

Black ASH & CINDERS {FILL)

8.0

0,3 Macro Core 6'-8'

9.0-

10.0-

I t . u -

12.0-

End of Boring at 8'

Soil Descriotion: and = 35-50o/o some = 20-35% little = 10-20% trace = t-10%

q!0!9! W. Lineberry

8!g: Geoprone gou

Deoth to Water: 5'

Borinq Depth: I'

Borinq Dia-: 2"

@ , 1 o f 1

Plgigll[ Temporary M-8 Acceptance Facility

kggll$ New Haven Rall Yard

gljgq! Maguire Group Inc.

Borino: M8F-20

Inspector: C. Criscuolo

@3-21-07

I

0Loqical Environmental Solut ions

354 South River RoadTolland, CT 06084

Truck, Podable & ATV,/B atkhoa-Mounted Geoprobes

E L Oo o

E

o

Description z ,rio oo g

o dSample Interval

Ground Surface 0.0

1 .

2 .

3 ,

4,0-

5.0-

6.0-

7.0-

:qi:qi i;qj

rir''?+ j:ii

i .11.:f :ait-: ;q:i :{:i j ;{:1 ...i .z i; j .zl

t.q:tr:i:.::/.:

: .ai:q i .; .2)

::q: i :{+:.r:q.

t:d.t;:z ii .i:o.l

;:q:i :{a:.::q:

i'.d.i:iii!:d.:

i'.l:i.(t ,i:o.t

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt, mixed with Gray to OliveErown Clayey Silt (FILL)

Groundwater at 5'5.0

0 .1 Macro Core 0 -2'

0.4 Macro Core 2'-4'

0 .1 Macro Core 4'-6'5.5

:q:ii:qi i:q:ir:cl:i ?:i.l :.:I:ii.!1t+:! :i-lt--.::q:iit:ii:;.q:i

::"-;j :e ir :;:qji

: :'.:i:'.i i:.:i: :'::;_: :D. :i.r j:ol:i

Black ASH & CINDERS (FILL)

8.0

0 Macro Core 6'-8'

9.n -

0-10 .

1 1 . 0 -

12.O-

End of Boring at I'

Soil Descriotion: and = 35-50% some = 20-35% little = 10-20% trace = l-10%

g[er: W. Lineberry

Big: Geoprone 54(lU

Deoth to Water: 5'

gpfjls-qellE8'

Borinq Dia.: ?"

Eegg, 1 of 1

GEOPROBE SOIL BORTNG LOG l 0f I r

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, PorAble & ATU/Backhae-t ounled Geoprobes

Proiect: Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

Client: Maguire Group Inc.

Borino: M8F-2'l

hslector: C. Criscuolo

Date:3-26-07

sg U'

Description 5 ac L o{ r o o o -

Sample Interval

Ground Surface 0.0

'1 .0-

2.0-

3.0-

Gray medium to coarse GMVEL (BALLAST) 0.5

0 Macro Core 0'-2'

Black ASH & CINDERS, little Brick & Gray Sitt (FtLL)

4.0

U Macro Core 2'-4'

Refusal on CONCRETE at 4'

Soil Descriotion: and = 35-50% some = 20-35% little = 10-20% trace = 1-10%

Driller: W. Lineberry

BiS, Geoprone 540u

Depth to Water: Dry

Borinq Depth: 4'

Borino Dia.: 2"

Paqe: I of 1

GEOPROBE SOIL BORING LOG | -il

i ot t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Tructr, Portable & Afv/Backhoe-Mounte.l Geoprobes

e!gig!: Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

gliClg Maguire Group Inc.

Borinq: MgF-22

Uaso€ctor: C. Criscuolo

Date: 3-21.07

o o

o

oDescription

cL (lto (tt c I 0 -

d g

Sample Interval

Ground Surface 0.0

i-!1r,1:ali!'.:F. : ; j : ' . i : : ; : ' . :

i-qld,! i:i!:

Black ASH & CINDERS, liule fine to coarse Sand, trace fine tocoarse Gravel {FILL)

1 . 0

3.0

0 Macro Core 0'-2'i'-F:;l. : 0 . . - o . 1 . : <'o , . o :co . .

i :.o..i.ii '-:. 1O ._ - O : . : <' a

. . q : i . a lrr P: : .q.. : : Jo : 6 . ' ; b - :

Red-Brown fine to coarse SAND

0 Macro Core 2'-4'

:'jj :d. rii ::?.:

: .r'.i !:4 .; .t l

Dark-Gray to Black fine SAND & SILT, little Ash & Cinders{FILL)

Groundwater at 6'6.0

Macro Core 4'-6'

:i,;::c,.:i:q:i;".:i:'.i.j:"..ii ! : i i :5: i i i l l.q:! :{i:.r :q:

r:q:i::t:i :,::q: 8.0

Macro Core 6'-8'

9.0-

10 ,0 -

1 1 . 0 -

I z . u -

End of Boring at I'

Soil Description: and = 35-50o/o some = 20-35olo little = 10-20% trace = 1-10%

Driller: W. Lineberry

8jg, Geoprone 5,40U

Depth to Water: 6'

Borino Depth: 8'

Borinq Dia.: 2"

Paqe: I of 1

elgiegE Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

Clieni: Maguire Group Inc.

Borinq: M8F.23

Inspector: C. Criscuolo

Date:3-21{7

l 0!7 1

Loqical Environmental Solut ions354 South River Road

Tolland. CT 06084Truck, Poitable & AMBackhoe-Mounte<t Geoprobes

€ ao oo g o

Description ; :o a bo g

o ao - =

Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.0-

5 .0 -

6.0-

7 .O-

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

1 . 00 Macro Core 0'-2'.1-Fi.6t' : o . . o . : : (

4 . q : c O . -_ : o . - o - , : (a', o.lsi'-,. ' _o . . o . : : (O r ' O : C O .. : 4 . O . : <

_o : .o: _c.o :

Red-Brown fine to coarse SAND

3.0

6.0

0.4 Macro Core 2'-4'

i.a.t:..'.t::{:i:{i

::eli::".':i.l

::q:a:{:i

i.+:.:+:!

li.4.:;.q:

:i::.:: t -1:

:.:.q:

t,:ti:

Dark-Gray to Black fine SAND & SILT, little Ash & Cinders (FILL,Detroleum odor)

Groundwater at 6'

0.3 Macro Core 4'-6'

8 .0

0 Macro Core 6'-8'

9.0-

10.0-

1 '1 .0 -

12 .0 -

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = l-10%

Driller: W. Lineberry

Blgj Geoprone 540U

Depth to Water: 6'

Borinq Depth: 8'

Borinq Oia.: 2"

Eggg, 1 of 1

Elgi$h Temporary M-8 Accepiance Facility

!999!!9!j New Haven Rail Yard

Client; Maguire Group lnc.

Borino: M8F-24

EgE!g!' C. Criscuolo

Date:3-21-07

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Ponable & ATv/gackhoe-Mounted Geoprcbes

E 6o q ,

o

Description c L oo oo = -

o ao - ' =

Sample Interval

Ground Surface 0.0

l1 .0 - l

2.0-

3 .0 -

4.0-

5.0-

6.0-

7 .0-

Black ASH & CINDERS, little fine lo coarse Sand, trace fine tocoarse Gravel (FILL)

1 . 00 Macro Core 0'-2'

o o . . t _ o : l. 4 . - " o l

: c o

o . c,oa'o r ' o , gq

; : ; , . ' ' ; ;

Red-Brown fine to coarse SAND

3.0

o . u

1 . 6 Macro Core 2'-4'

Dark-Gray to Black fine SAND & SILT, Iittle Ash & Cinders (FILL'petroleum odor)

Groundwater at 6'

u.o Macro Core 4'-6'

8.0

0 Macro Core 6'-8'

9.0-

10.0-

1 1 .0 -

12.O-

End of Boring at 8'

croundwater Grab Sample Collected

Soil Description: and = 35-5oo/o some = 20-35o/o little = l0-20o/o trace = 1-10%

Driller: W Lineberry

Eig= Geoprone 540U

Depth to Water: 6'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: I of 1

GEOPROBE SOIL BORING LOGProiect: Temporary M"8 Acceptance Facility Borinq: M8F-2S

Location: New Haven Rail Yard Inspector: C. Criscuolo

Client: Maguire Group Inc. Oate: 3-21-07

t ^

i oq t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Portabte & ATvlgackhoe'Mounte<l ceoprobes

se (t

Description 5 ac L oo o o a

o - =

Sample Interval

Ground Surface 0.0

1 0 -

2.0-

3.0-

4.0-

5.0-

o-u-

i-!1J:!12:i-!1

i-!1.:!11:i-U

:q:i-c:i:;;q:

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,littfe fine to coarse Gravel, trace Silt, mixed with Grav to OliveBrown Clayey Silt (FILL)

Groundwater at 5'5.0

0 .1 llacro Core 0'-2'

1 . 1 Macro Core 2 -4'

u.c Macro Core 4'-6'5 .5

;:q:i:q:ir:;.{:i

::".:;r: u.;r;;:'.:i

: :q, i :qi i :qi

: :" . :d:r. : i i :q.: i

:q+:{: i : :q: i

:o. i: :'. i:i:F. I

Black ASH & CINDERS (FILL)

8.0

0 Macro Core 6'-8'

9.0-

10 .0 -

1 1 .0 -

' t2.0-

End of Boring at 8'

Soil Descriotion: and = 35-50% some = 20-35% liftle = 10-20% trace = 1-10%

Ddller: W. Lineberry

Bj$. Geoprone 540U

Depth to Water: 5'

Bodnq Deoth: 8'

Borino Dia.: 2"

Paoe: 1 of 1

r a .

O\ t l

Loqical Environmental Solut ions354 South River Road

Tolland, CT 06084fruck, Poraa e & ATvlBackho*Mounted Geoprobes

Proiect: Temporary M-g Acceptance Facility

tggali$. New Haven Rail Yard

glg!l!: Maguire Group Inc.

Borino: M8F-26

Inspector: C. Criscuolo

Daie:3-19-07

€ crL ol

3 E (t

Description o. o,o oo =

O C LSample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.O-

5.0-

o_u-

7 .O-

Dark-Brown to Black fine to coarse SAND, little Ash & Cinders,trace Concrete. Brick & fine to coarse Gravel (FILL)

2.0

0.3 Macro Core 0 -2'

:q:l,{:ir:.;:q:

:?l:i ?|i.j i3. :

:"j;-::''.:ii:::ol: Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FILL. wet)

Groundwater at 5.5'5.5

0.9 Macro Core 2 -4'

.f:i.:";{:.ij

Macro Core 4'-6'

8.0

0.2 Macro Core 6'-8'

9.0-

10.0-

'1 1 .0-

12 .0 -

End of Boring at 8'

Soil Descriotion: and = 35-50% some = 20-35% little = 10:20old trace = 1'10%

Driller: W. Lineberry

Elgj Geoprone 540U

Oepth to Water: 5.5'

Boiinq Depth: 8'

Borinq Dia.: 2"

Eggg! I of I

Slgigg[ Temporary M{ Acceptance Facility Borinq: MgF-27

!99el!!9![ New Haven Rail Yard Inspector: C. Criscuolo

g!!g!: Maguire Group Inc. Date: 3-21-07

I

i o\7 I

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Portable & ATvlBackhoe-Mounted Ceoprobes

E 6q r oo g

Eo

Description €.ao o6 =

o aE g

Sample Interval

Ground Surface 0.0

i.i.

i.t.

i.q.

,..t,

' :..:

o

9

o i c a'. :q . : ;.ar ,Jg

.a,l.ii,_ .o . : - :' o : c o' ' o . :i r r ' ; i

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

?.5

Macro Core 0'-2'

0 .1 Macro Core 2'-4'Red-Brown fine to medium SAND, little Silt, trace fine lo coarseGravel

Groundwater at 4'4.0

5.00 Macro Core 4'-6'+1

uGray Clayey SILT

8.0

0 Macro Core 6 -8'

9.0-

10.0-

1 1 . 0 -

12 ,0 -

End of Boring at 8'

Soil Descriotion: and = 35-50% some = 20-35% little = 10-20% trace = 1-10olo

Driller: W Lineberry

Bigj Geoprone 5,40U

Deoth to Water: 4

Borinq Oepth: 8'

Borino Dia.: 2"

Paqe: 1 of 1

GEOPROBE SOIL BORING LOG l 0r I '\ y l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Po.lable & Aw/Aackhoe-Mounted Geoqobes

Proiect: Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: M8F-28

Insoector: C. Criscuolo

Date:3-21-07

E 6r D o

o

IJ'

Description x ?o o o a

o - s

Sample lnterval

Ground Surface 0.0

1 .0 -

2.0-

3.0-

4.0-

5 .0 -

6.0-

7 .O-

:q: l ;{ : l r :ql

:{i;;q:ii:qi

:". :;:j :o. :;rj .;?:l

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

2.5

4.0

0 Macro Core 0'-2'

0,6 Macro Core 2'4'i":iJiF::o . . o . . . :<'o .. a :co.-

, { . ,9. . i r '1o a . c 9 ;' : o . . o - . . : (o . -o .co - 'o : o j i t o :' : o . . o - : . : (

,1 o.,. ,9..ir '1

T+)i l l+r)| l l

){)i l ll)- |

Red-Brown fine to mediumGravel

Groundwater at 4'

SAND, little Silt, trace fine to coarse

5.00 Macro Core 4'-6'

Gray Clayey SILT

8.0

Macro Core 6'-8'

9.0-

10.0-

1 1.0-

12.0-

End of Boring at 8'

aoil Description: and = 3$50% some = 20-35% fiftfe = 10-20% llace = 1-10o/o

Driller: W. Lineberry

&, Geoprone 540U

Depth to Water: 4'

Borino Depth: 8'

&dry-Pjsn2"

Paq€; I of 1

Plgigg Temporary M-8 Acceptance Facility

!99a!!9!j New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: M8F-29

Inspector: C. Criscuolo

Date:3-21-07

Logical Environmental Solut ions354 South River Road

Tolland, CT 06084fruck, Portahle & AfvlBackhoe-Mounte.l Geoprobes

* eo q t

E

o

Description E 6o o6 g

o a Sample Interval

Ground Surface 0.0

1 . 0 -

2.O-

3 0 -

4.0-

5.0-

o.u-

7 .O-

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

1 . 00 .1 Macro Core 0'-2'a-Fii

. - . o . . o . . :

j ; P . . - q . : ;

C: .or'J.o.-_o.. o.'. ..

- : 4 . O . . :

b : o , ' - 4 i' : o . . o - . :- : o ' . - o - . :

i : i : ' .ai. -_o . . o - ' . . .g- : o. .co. : o . _ o . 1 . -O r ' O i C O; ;9 . . 9 . . ; ;pi4-;# Aq : o . c g. : o . . - o . . -o - o : c o::.9. ..9...: lg_ : o : : . co' : o . . - o . . :q . -o : c .o; i .9 . .1 . . , ;9_ : -o r : .4O' 1 0 . . ' o . :

; , .o . . .q . . : ;O : _or1.cO' t o . _ o . . . :

:9

n:

1:

9I9o

:.

Red-Brown fine to medium SAND. little Silt. trace fine to coarseGravel

Groundwater at 4'4.0

1 . 1 Macro Core 2'-4'

0.5 Macro Core 4'-6'

Dark-Brown medium to coarse SAND. trace Silt

8.0

0 Macro Core 6.-8'

9.0-

10.0-

1 .1 .0-

12.O-

End of Boring at 8'

Soil Description: and = 35-50% €ome = 20-35% little = 10-20olo trace = 1'10%

gfi!!g' w. Lineberry

E!S, Geoprone 5401J

Depth to Water: 4'

Eel!!s-ge&8'

Borino Dia.: 2"

Pegg. 1 of I

GEOPROBE SOIL BORING LOG

elgigq!: Temporary M-8 Acceptance Facility Borinq: M8F-30

!Egl[g$, New Haven Rail Yard Inspector: C. Criscuolo

g!C!l!i Maguire Group Inc. Date: 3-21-07

I

l o( t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Poraaue & ATv/Backhoe-Mounbd Geoprcbes

E 6o o

E

.n

Description : :o oo 9

o aSample Interval

Ground Surface 0.0

I

' o-l

2.O'

3.0-

4.0-

5.

6.

7.0-

;;;,:;;f J:il:'-:ij :t i: :i :"::

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

1 . 00 Macro Core 0'-2'i'-Tdil' - .o . o . .q

o r ' d : C a l;; P-. .q . : ; {o : o . 4 0 :- : a . . o - : . aO r ' O : { O jrr p- ..9 .i;.t-o : .o: .c.o :. ' .o . . 'o . : . :o

: , P . . q . . j ; . {b: + : ' -co ' :. : o . . o . . . : 0c : c : . q g ,. : o . . 0 . : . : a'o r'c .c.o --, ,n. . lq. . ; , . !4r i+ c:o : c . c a :: o . o - : . : o

' : a . o . : to : .0 : . c .o :' .o . . 'o . : . -4' o : o ' : c o r, 'O . . .q . ; i .1_d : .o r ' .4 .o :- :o . . o l . c: o - o : 4 q . .t : 9 : . . q . j : Ib ; o r ' . c b :. o . o : t (

Red-Brown fine toGravel

medlum SAND, little Silt, trace fine to coarse

Groundwater at 4'4.O

0.3 Macro Core 2 -4'

5.0

8.0

0.1 Macro Core 4'-6'

Dark-Brown medium to coarse SAND, trace Silt

0 Macro Core 6'-8'

9.0-

10.0-

1 1 . 0 -

12.0-

End of Boring at 8'

Soil Description: and = 35-5{rolo some = 20-35% little = 10-20% trace = 1'10%

Driller: W. Lineberry

Bigj Geoprone 540U

Deoth to Water: 4

Borinq Deoth: 8'

Borinq Oia.: 2"

Paqe: 1 of 1

Proiect: Temporary M-B Acceptance Facility

!994!!9!! New Haven Rait Yard

Client: Maguire Group Inc.

Borinq: M8F-31

Inspector: C. Criscuolo

Date:3-21-07

I

A O\!t I

Logical Environmental Solutions354 South River Road

Tolland. CT 06084f.uck, Pottable & ATvlBackhoe-Mounted Geoprohes

=aao oo g o

Description a 6o o6 g

o ao - =

Sample Interval

Ground Surface 0.0

'1.0-

2.O-

3.0-

4.O-

o.u-

i.qld:l:jit.l

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt {FILL)

1 . 00 Macro Core 0'-2'

$ : .o:. .4.d. : o . . - + 1 . .o : o : C o. : o . - o - , . :

_o : _o: ,c_d: o . . o . . . :

' : o ' - o . - :

_o :qi .c9'' : o . . q . . . :

i i -o:. .:C... i;o : .c ; . co. : o . o - : . 'o - o ; c ci;d. .9... i jo : 9 ; . 4 9. - o . . o . . . 1-^--:at it, , .w .w.v. ' _o . . + . :o r ' o : c o. : o . o , :9 :.o j:.{.o. : 0 . - o . 1 . -

:;o: ' :4..:;o : a : r . a q' :a - . + . . - - .a : o c o

0 : a r ' . c 4' 'o . o ._ . . :

Red-Brown fine to medium SAND. little Silt. trace fine to coarseGravel

'. Groundwater at 5'

1 . 7 Macro Core 2'-4'

0.5 Macro Core 4'-6'

8.0

Dark-Brown medium to coarse SAND. kace Silt0 Macro Core 6'-8'

9.0-

10.0-

12.0-

End of Boring at 8'

Soil Description: and = 35-50o/o some = 20-35% liftle = 10-20% irace = 1.10%

Driller: W. Lineberry

[!91 Geoprone 540U

Depth to Water: 5'

Borino Deoth: 8'

Borinq Dia.: 2"

Paqe: 1 of 1

elgiglE Temporary M.8 Acceptance Facility

!9ga!!9!! New Haven Rail Yard

gljggE Maguire Group lnc.

Borinq: M8F-32

Inspector: C. Criscuolo

Date:3-19-07

l / l

l oC l r

Loqical Environmental Solut ions354 South River Road

Tolland, CT 06084Truck, Porlattle & AruEackhoe-Mounted Georyobes

E 6o o

o

E

at

DescriptioncL dto oo 9

o a Sample Interval

Ground Surface 0.0

1 .0 -

7 .O-

: :q:a;q: i i :q: i

: t i t i i , i i : i . : i

::q:ari-::q:i: :". :;: F. ir j:cl:i

;:t:it_-:i:::n

Dark-Brown to Black fine to coarse SAND. little Ash & Cinders,trace Concrele, Brick & fine to coarse Gravel (FILL)

2.0

o.2 Macro Core 0 -2'

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FlLL, wet)

Groundwater at 5.5'5.5

1 . 1 Macro Core 2'4'

0.5 Macro Core 4'-6'

8.0

0 .1 Macro Core 6'-8'

9.0-

10 .0 -

1 1 . 0 -

't2.0-

End of Boring at 8'

Soil Descriotion: and = 35-50% some = 20.35% little - 10-20% trace = l-10%

pd!!e! w. Lineberry

!!g; Geoprone 540U

Oepth to Waler: 5.5'

Borino Deoth: 8'

Borinq Oia.: 2"

Begg, 1 of 1

GEOPROBE SOIL BORING LOGelgigg! Temporary M-8 Acceptance Facility

!99a!!9I[ New Haven Rail Ya.d

Client: Maguire Group Inc.

Borinq: M8F-33

InsDector: C. Criscuolo

Date:3-21-07

I

i ot t i

Logical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Po.table & Afv/Backhoe-Mounted Georobes

E 6C ' O

oll

o

Description : :o oo g

o ao - =

Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

4.Q-

5.0-

6.0-

7 .0-

:q,!:{:i:.::q,i

i,tii:F:' t o . . - o . . . : {, ,O. .q. . : i .1g : 9 . . . c o :. : o - . + . . . : 4o : - o d+ l,,O. :q .. i!.1o : o ; . c o :. : o . . + . . : 4'c ..-o : c? ..: , .o-. .:1 ...; .1-+ : 9r'.C-O :' o . - o : c a l;,.9.. .q...,; IO : o : r . 4 9 - :. : o . . - 4 . . . : i

: j .o-. .q .i:.10 : o r ' ' + o :: o . . o . . - : c' q . . - c g a l

:' o;. .1, :,1.o : 9; .c.4 :' ' o . _ o . : . : 4' O

r - O : C O . .rl.9- -y1..:r I

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL)

5.5

0 Macro Core 0'-2'

Red-Brown fine to coarse SAND, trace Silt & fine to coarseGravel

Groundwater at 5.5'

0.1 Macro Core 2'-4'

0 Macro Core 4'-6'

6.5

0 Macro Core 6'-8'I+))+)Gray Clayey SILT

8.0

9.0-

10 .0 -

1 1 . 0 -

12 .O-

End of Boring at 8'

Soil Descriptlon: and = 35-50o/o some = 20-35% little = 10-20% trace = 1'10%

Driller: W. Lineberry

Sigj Geoprone flou

Depth to Water: 5.5'

Esrus-gs48'

Borinq Dia.: 2"

Paoe: I of 1

Plgiggltj Temporary M-8 Acceptance Facility

!99at!9!! New Haven Rail Yard

g!jg!l!: Maguire Group Inc.

Borinq: MgF-34

h9p9q!9! C. Criscuolo

Date:3-21-07

r / l

i of l l

Logical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Portabte & Afv/Beckho*Mounte.I Geoprcbos

o o! r oo g

oco

Description 6.6o oo g

o ao - g

Sample Interval

Ground Surface 0.0

1 .0-

2.0-

3.0-

5.0-

6 .0 -

7 .O-

:i,i':.'i,r'::i:

!riiF:- : o . . o . . : {j , .o - . .9 . . i , I0 :_or,.c.o :

; , .o - .9 . . . , , Io : 9 : . 4 9 ,- t o . c . . . : (

r r .9 . . .9 . . i ; Io : q : : . + o :' 1 0 . . c . . : (

r , .9 . . . .q . . : i .19 : 9 . . 4 9 :' ' o . . c . . : <' : o , o . , : <

9 : . o j . c 9 :

r r ' - o . q , : j lo : .or'.{4 :

r . . 4 . - . q - . ; ; J

Dark-Gray to Black fine to medium SAND, some Ash & Cinders,little fine to coarse Gravel, trace Silt (FILL) 0.5

5.5

0 Macro Core 0'-2'

Red-Brown fine to coarse SAND, trace Silt & fine to coarseGravel

Groundwater at 5.5'

0 Macro Core 2'4'

0 Macro Core 4'-6'

6.5

0 Macro Core 6'-8'W)k)

Gray Clayey SILT

8.0

9.0-

10.0-

1 1 .0 -

12.0-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% liftle =10-20% trace = l-10%

Driller: W. Lineberry

E!S, Geoprone 540U

Depth to Water: 5.5'

Borlno Deoth: 8'

Bodnq Dia.: 2"

Paoe: I of I

GEOPROBE SOIL BORING LOG ioC l l

Logical Environmental Solutions354 South River Road

Tolland. CT 06084Truck, Portable & ATvlBackhoa-Mounte.t Geoprobes

Proiect: Temporary M.8 Acceptance Facility

Location: New Haven Rail Yard

glblE Maguire croup Inc.

Borinq: M8F-35

Inspector: C. Criscuolo

Date:3-26-07

-*E6 s \o

Description E O

o ( , o 5 .Sample Interval

Ground Surface 0.0

5.0-

6.0-

7.0-

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

2.0

0 Macro Core 0'-2'

; :q : i .q+ : j :q : l

;:c.:;j:o. i,;:;:".ri

;:q:i-q:ir:i:q:i

i . l : . : l r i . i . t : :

i.5.'. i:+'.a it.i:

r .q l r :+1! . t l : r

i .q: . q l i ; i9 : :

:l:.:4.; ":qi

i . ! : . : l . i : i . ! : r

Black ASH & CINDERS

Groundwater at 4.5'4.5

Macro Core 2 -4'

0.4 Macro Core 4'-6'

8.0

0 Macro Core 6'-8'

9.0-

10.0-

12.0-

End of Boring at 8'

Soil Description: and = 35.50% some = 20.35% little = 10-20% trace ='l-10%

Driller: W. Lineberry

Bigj G€oprone 540U

Deoth to Water: 4.5'

Borino Depth: 8'

Borinq Dia.: 2"

Eggg. 1 of 1

GEOPROBE SOIL BORING LOGProiect: Temporary M-8 Acceptance Facility Borinq: MBF-36

Location: New Haven Rail Yard Inspector: C. Criscuolo

Client: Maguire Group Inc. Date:3-26-07

t l

i of l l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, P ottable E Afvlaackhoe-Mounted Geoprcbes

t ^E 6o o

o

Description E 6o o o A

- c rSample Interval

Ground Surface 0.0

'I .0-

2.0-

4.0-

5.0-

6.0-

7 .O-

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

2.0

0 Macro Core 0!2'

Black ASH & CINDERS

Groundwater at 4.5'4 .5

0 Macro Core 2'-4'

0 Macro Core 4'-6'

8.0

0 Macro Core 6'-8'

9.0-

10 .0 -

1 1 . 0 -

12.0-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% tittle = 10-20% trace = l-10%

Drill€r: W. Lineberry

Ejgj Geoprone 54Ou

Depth to Water: 4.5'

Borinq Oepth: 8'

Borinq Dia.: 2"

Paqe: I of I

llgigglE Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

gI!S!l[ Maguire Group Inc.

Borinq: MgF-37

InsDector: C, Criscuolo

Date: 3-26-07

I

A O( t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Po,TaNe & ATv/Backhoe.Mounte.l Geoqobes

Macro Core 0 -2'

Macro Core 2L4'

Macro Core 4'-6'

Macro Core 6'-8'

Black ASH & CINDERS, Iittle fine to coarse Sand, trace fine tocoarse Gravel (FILL)

2.0

4.0

0

0.4

0.3

0

End of Boring at 8'

Driller: W. Lineberry

Elgj Geoprone 540U

Depth to Water: 4'

Borinq Depth: 8'

Eorinq Dia.: 2"

eg$,1 of 1

GEOPROBE SOIL BORING LOGelgigli Temporary M-8 Acceptance Facitity

!99a!i9E New Haven Rail Ya.d

Client: Maguire Group lnc.

Borino: M8F-38

Inspector: C. Criscuolo

Date:3-26.07

l 0a t l

Logical Environmental Solut ions354 South River Road

Tolland, CT 06084Truck, Portable & Afv/Backhoe-Mounted Ceoprobes

a 6q r oo g o

Description E E{ r oo g

Fo 6 .

Sample Interval

Ground Surface 0.0

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

2.0

0 .1 Macro Cole 0'-2'

:q:i:4i:i:q:i

:,::; :'. i. :i :'. :ii.!:r:!:rilr

,q;i :{rf I :q:ii3:-. 1:l :i!-.:q: : : t : ; i : i : " . : i

:q:i:q:ia:i:q:i

:ql:ir :o. i: :l :q:i

:q:i:qi j:q:i

:cl;::o. i'::i:P::i

:q: i :q: i i :q: ii-!1.:l1J:i-!i: " . : ; :F. : i : ;X: ii-t1.,:l:t :i-!ir:q:i:{ri:;:qri

;:". :i:'. :;i :;:9 :i

Black ASH & CINDERS

Groundwater at 4'4.0

o.2 Macro Core 2'-4'

8.0

0 Macro Core 4'-6'

0 Macro Core 6'-8'

9.0-

10.0-

1 1 . 0 -

12.O-

End of Boring at 8'

Soil Description: and = 35-50% some = 20-35% liftle = 10-20% trace = l-'10%

Driller: W. Lineberry

BlS Geoprone 540U

Depth to Water: 4'

Borinq Depth; 8'

Bodnq Oia.: 2'

@ , 1 o f 1

Elgiggl! T€mporary M-g Acceptance Facility

Ee!!S, New Haven Rail Yard

gljgllE Maguire Group Inc.

Borinq: M8F"39

InsD€ctor: C. Criscuolo

Date:3-26-07

I

i o\ J t

Logical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Porlable & Afv/Backhoe-lt ounted Geoprcbes

1 .

3 .

A

5.

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel {FILL}

Black ASH & CINDERS

2.0

4.O

0

0 .1

U

0

Macro Core 0'-2'

Macro Core 2'4'

Macro Core 4'-6'

Macro Core 6'-8'

End of Boring at I'

Driller: W. Lineb€rry

Eigj Geoprone 540U

Depth to Water: 4'

Borinq Oepth: 8'

Borinq Dia.: 2"

Paoe: 1 of I

Plqipd! Temporary M-8 Acceptance Facility

!9pq!!9!: New Haven Rail Yard

g!!q! Maguire Group lnc.

Borinq: MgF40

Inspector: C. Criscuolo

Date: 3-19-07

I

i.oLoqical Environmental Solutions

354 South River RoadTolland, CT 06084

Truck, Por'3ble & ATvlBackhoe-Mounb l Geoprobes

=aao oo g

co

Description E 6o o o a

Sample Interval

Ground Surface 0.0:i:i::i:i::::il:C:i- :t':i.r j :q:

:r-:; :r. :; r :r.:

rSirliir.{n

Dark-Brown to Black fine to coarse SAND, Iiftle Ash & Cinders,trace Concrete, Brick & fine to coarse Gravel (FILL)

2.0

0.9 Macro Core 0'-2'

:qi ! :q: i l :q: i

:"::i.r:".':i.::i:".:i

:c:i :q:ii :.: :q:i

:o::;r :o. i: :::'l:i

:q:i:q:i:i:q:ii - ! ' . . : l1i : i ! :

.{:i:qi i:qj

:". j;r :'. :;.j :;:'. :i

:qr i :q: i : ! : i;:q. :;.. :'. :iJ :;:q. :i

r:q:iJ:{ri,::::q:i

;:q. :;j ?:ij:;:q, :i

: :q: i :q: ir : . :q: i

::?:;r:a.:irij:q:i

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

Groundwater at 5'5.0

J . O Macro Core 2'-4'

1 . 3 Macro Core 4'-6'

8.0

0.4 Macro Core 6'-8'

9.0-

10.0-

1 1 .0 -

12.O-

End of Boring at 8'

Soil Description: and = 35-50o/o some = 20-35% liftle = 10-20% trace = l'10%

Driller: W. Lineberry

B!g: Geoprone 540U

@!sg5'

Borinq Depth: I'

Borinq Dia.: 2"

gggCj 1 of I

GEOPROBE SOIL BORING LOGProiect: Temporary M-8 Acceptance Facitity Borinq: MBF-41

Location: New Haven Rail Yard Insoector: C. Criscuolo

Client: Maguire croup Inc. Date: 3-.19-02

r i

i o( t l

Logical Environmental Solut ions354 South River Road

Tolland, CT 06084Truc& Porlable & ATvlBackhoe-Mounted Geoprobes

€a3 E

occ,

Description * ao o o a

; i c L

Sample Interval

Ground Surface 0.0

1 .0 -

2.0-

3.0-

4.O-

5.0-

6.0-

::ii'?:ii: : t;a.ql'dl:t r.!:i:e. ii :qir j:'. ii.q:d.1.:t:i9:

:r:i;q:ai:qi::p.:i tq t;i tzi

' :qi :{ : i : :q: i

::q+j:{i j:qi

::F.ij:c. iji:".:i

::qi:r*:.::q:i

::c.:i,-:r.:;j::.ci

:.i.i"4ii:'...tii -+:. ! : t t ! :

:q:i:{i j:q:i

Dark-Brown to Black fine to coarse SAND. little Ash & Cinders.trace Concrete, Brick & fine to coarse Gravel (FILL)

2.O

0.6 Macro Core 0'-2'

Black Ash & Cinders, liftle fine to coarse Sand, trace fine tocoarse Gravel (FILL)

Groundwater at 5'5.0

1 . 8 Macro Core 2'-4'

Macro Core 4'-6'

8.0

o.2 Macro Core 6'-8'

9.0-

10.0-

1 1 .0 -

12.0-

End of Boring at 8'

Soil Oescription: and = 35-50% soms = 20-35% little = 10-20% trace = 1-10o/"

Driller: W. Lineberry

Elgj Geoprone 540U

Deoth to Water: 5'

Borinq Deoth: 8'

Borinq Dia.: 2"

Paqe: I of I

BgiggE Temporary M-B Acceptance Facility Borinq: M8F-42

Location: New Haven Rail Yard Insoector: C. Criscuolo

g!ig! Maguire Group Inc. Date: 3-26-07

r l l

i oLoqical Environmental Solutions

354 South River RoadTolland, CT 06084

fruck, Potable & ATvlBackhoe-Mounted GeoprctEs

E t oo o

E

tt,

DescriptioncL olo d t O C L

o - =

Sample Interval

Ground Surface 0.0

1 .0 -

2.O-

3.0-

: ;q: i :qr j i :q:

::o. :;::". j; i:o. I

::(:l :{i :.::4:

"4:i:4i;.::d,'

ASPHALT U.J

0 .1 Macro Core 0'-2'Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

ii:d:l:a:i.i:

i.l: r :|:ii :i-! .

: :q: i : ' . : ; r i : ' . : i

::q:a;q:i:.::q:i

r:q:it:i;::q:i

::'. ij trir :i:o::i

r:q:i:q:i:i:q:i

;:'l:i:". :i :i:q:i

::q,i::q:i jr:i

r:c.:;i:o.:ii:;r:ii.qlii:.b:ii :i-!1

:q:i::{:ij :;:q:i

BIacK ASH & CINDERS

Groundwater at 5'c.u

8.0

3.5 Macro Core 2'-4'

2.2 Macro Core 4'-6'

0.2 Macro Core 6'-8'

9.0-

10.0-

1 1 . 0 -

12.0-

End of Boring at 8'

Groundwater Grab Sample Collected

Soil Description: and = 35-50% some = 20-35% little = 10-20% trace = l-10%

Driller: W. Lineberry

B!g: Geoprone 54oU

Depth to Water: 5

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: { of I

GEOPROBE SOIL BORING LOG I

O( t l

Logical Environmental Solutions354 South River Road

Tolland, CT 06084T I u c ?' P orlEb I e & ATU/Bac kh oe- M o u nted G eo p rc be s

Elgigg!: Temporary M-8 Acceptance Facility

!994t!9!! New Haven Rail Yard

Client: Maguire Group Inc.

Borino: M8F43

Inspector: C. Criscuolo

Date:3-26-07

E 6o o

o

Description E 6o o 6 a

Sample Interval

Ground Surface 0.0

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

2.0

0 Macro Core 0 -2'

Black ASH & CINDERS

Groundwater at 5'5.0

0 Macro Core 2'-4'

0 Macro Core 4'-6'

8.0

0 Macro Core 6'-8'

9.0-

10.0-

12,0-

End of Boring at 8'

Soil Description: and = 35-50% some = 20.35% little = 10-20% trace = l-'10%

Driller: W. Lineberry

B!$, ceoprone 540U

Deoth to Water: 5'

Borinq Depth: 8'

Borina Dia.: 2"

egE 1of 1

glgi9g! Temporary M-g Acceptance Facility

!9ga!!9!: New Haven Rail Yard

Client: Maguire Group Inc.

Borinq: M8F.44

Inspector: C. Criscuolo

Date: 3-26-07

r ^ .

i o( J I

Logical Environmental Solutions354 South River Road

Tolland. CT 06084Truck, Porlable & ATv/Backhoe-Mounted Geoprcbes

E 6o oo g

oE

@

Description E aE g o A

Sample Interval

Ground Surface 0.0:q: i :{ i

:".:;:?:i

:q:;r:{:i

:":il:".:ii . l . . : l : i

:q:i:{:i

:q.:;j:?:i

:q:a:q:i

: " . : ; :o . : ;.q-{:q:i

:qi:q:i

i : i : { :

i:,::'::

::l:"::

::.::q:i:i.1.: i :?. ii:i.9.

:i:q::i

:--::q:ii:i.+.a-.:ql:i

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

4.0

0 Macro Core 0'-2'

0 Macro Core 2'-4'

Red-Brown fine SAND & SILT, trace fine Gravel (wet)

8.0

0 Macro Core 4'-6'

0 Macro Core 6 -8'

9.0

10.0

1 1 . 0

12 .0

End of Boring at 8'

Soil Description: and = 35-50% som6 = 20-35% little = 10-20% trace = 1-10%

Driller: W. Lineberry

Bj&, Geoprone 540U

Deoth to Water: 4'

Borino Deoth; 8'

Borino Dia.: 2"

Paqe: 1 of 1

| -il

i of r t

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Podable & ATvlBackhoe-Mounted Geoprcbes

Proiect: Temporary M-8 Acceptance Facility

@3!9![ New Haven Rail Yard

Client Maguire Group Inc.

&!iE&. M8F-4s

Inspector: C. Criscuolo

@.3-19-07

€.ao oo g .A

Description 6.6It, oo g

o ao - 5

Sample Interval

Ground Surface 0.0

'1 .0-

2.O-

3.0-

4.0-

5.0-

o .u -

7 .0-

:ol; :D_ :;,r :i:ol:

'.n1.41i .: ..1

:'. :i t:i :; t:

:q:; .q:a:;:q:

:q: i :q: i : . : :q:

Dark-Brown to Black fine to coarse SAND, little Ash & Cinders,trace Concrete, Brick & fine to coarse Gravel (FILL)

2.O

1 .0 Macro Core 0'-2'

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

Groundwater at 5'5.0

3 . 1 Macro Core 2'-4'

4 . 5 Macro Core 4'-6':".:;::o.:;- i;q.i

:q: i : { . j j ;q i

'9i .s :4 .: tz'.i

r:q:i:q:a:i:q:i;:q:;r :r. :i.: :l :r. :i

: :q : ; i :o . : i r : i :o . :

8.0

0.9 Macro Core 6'-8'

9.0-

10.0-

11.0-

12.O-

End of Boring at 8'

Soil Description: and = 35-50o/o some = 20-350/. little = 10-20% trace = 1-10%

gfi!!er: W. Lineberry

8!gj Geoprone 540u

Deoth to Water: 5'

Borinq Depth: 8'

Borinq Dia.: 2"

Paoe: I of I

Elgigq[ Temporary M-8 Acceptance Facility

!9!g!94j New Haven Rail Yard

q!!gq! Maguire croup Inc.

Borinq: M8F.46

Inspector: C. Criscuolo

Date: 3.19-07

GEOPROBE SOIL BORING LOG

Soil Description: and = 35-50% some = 20-35%

r ^ .

i o( t rLoqical Environmental Solutions

354 South River RoadTolland. CT 06084

fruck, Poftable & ATvlAeckhoe-Mounbd Geoqrobes

cL olo d ,

o

o

Description!t 9l o a

Sample Interval

Ground Surface 0.0

1 .0 -

2.0^

3.0-

4.0-

5.0-

6.0-

7 .Q-

Dark-Brown to Black fine to coarse SAND. little Ash & Cinders.trace Concrete, Brick & fine to coarse Gravel (FILL)

2.0

0 .3 Macro Core 0'-2'

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel {FILL}

Groundwater at 5'J .U

0.9 Macro Core 2'-4'

o.2 Macro Core 4'-6'

8.0

o.2 Macro Core 6'-8'

9.0-

10.0-

11.0-

End of Boring at 8'

little = 10-20% trace = 1-10%

Driller: W. Lineberry

8iS Geoprone 54DU

Depth to Water: 5'

Borlno Degth: I'

Borino Dia.: 2"

Paqo: 1 of 1

&igq!: Temporary M-8 Acceptance Facillty Borinq: MgF47

!9e!!!9!j New Haven Rail Yard hsElq, C. Criscuolo

Client: Maguire Group Inc. Date:3-19-07

I

l o( t l

Loqical Environmental Solut ions354 South River Road

Tolland, CT 06084f ruck, Porta e & ATvl8ackhoe-ll ounted Geoptube$

=aarl, oo g

co

Description E to oo g

o 6 .o - =

Sample Interval

Ground Surface 0.0

, t n-

4.O-

5.0-

6.0-

Dark-Brown to Black fine to coarse SAND. little Ash & Cinders,trace Concrete, Brick & fine to coarse Gravel (FILL)

2.0

1 . 2 Macro Core 0'-2'

Black Ash & Cinders, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

Groundwater at 5'5.0

Macro Core 2'-4'

0.9 Macro Core 4'-6'

8.0

0.4 Macro Core 6'-8'

9,0-

10.0-

1 1 .0 -

12.0-

End of Boring at I'

Soil Description: and = 35-50o/o some = 20-35o/o little = 10-20% trace = l-10'/"

Driller: W. Lin€berry

&, Geoprone gou

Dsoth to Water: 5'

Borinq Depth: 8'

Borinq Dia.: 2"

Paoe: 1 of 1

GEOPROBE SOIL BORING LOGrei$! Temporary M-g Acceptance Facitity Borinq: M8F-48

lgggl.iglt New Haven Rail Yard hspgglg! C. Criscuoto

g!g!! Maguire Group Inc. Date:3-26-07

t l

i of l r

Logical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Ponable & Afv/Backhoe-Mounted Geoprcbes

Black ASH & CINDERS, little fine to coarse Sand, trace fine tocoarse Gravel (FILL)

Red-Brown fine SAND & SILT, trace fine Gravel (wet)

4.0

0

0

0

0

Macro Core 0 -2'

Macro Core 2'-4'

Macro Core 4'-6'

Macro Core 6'-8'

End of Boring at 8'

p!i!!q' w. Lineberry

!!91 Geoprone 540U

Depth to Water: 4'

EI!s-g€&8'

Borino Dia.: 2"

egge:. 'l of 1

GEOPROBE SOIL BORING LOGProiect: Temporary M-8 Acceptance Facility

Location; New Haven Rail Yard

Client Maguire Group Inc.

Borinq: MeF.49

Inspector: C. Criscuolo

Date: 3-15-07

r ^ .

i oq t l

Logical Environmental Solutions354 South River Road

Tolland. CT 06084fruck, P oftable & ATvlBeckhoe-tlou nted Geoqobes

E 6o oo g 6

Description E 6o oo g

o Eo - =

Sample Interval

Ground Surface 0 0

'1 .0-

3.0-

4.0-

5.0-

6.0-

7.0-

Brown fine to medium SAND, little Silt, trace fine to coarseGravel & Ash (FILL)

1 . 50 .1 Macro Core 0'-2'

ro'Ji.s .:'-:- .s.F:i).t':6 1; .?..t.sl .--ASl

.f '";"..f: v f t . 1 . t

E: . - - ; - . i l

,ts'i;-.f' u

f t t rs :; sls.ir--F', tr 9; .?, t.lt . -.;l -g

.n.".;-.E'r6'ft ?;t

..f .-1r-.F:el ; '?r t

F,.;i' ;1 9* .?: t

Red-Brown fine to coarse SAND. trace Silt

Groundwater at 4'4.Q

0.4 Macro Core 2'-4'

8.0

0.1 Macro Core 4 -6'

0 Macro Core 6'-8'

9.0-

10.0-

'1 1.0-

12.0-

End of Boring at 8'

Soil Description: and = 35-500/" some = 20-35% liftle = 10-200/" trace = l-10%

Driller: W. Lineberry

Big: Geoprone 540U

Depth to Water: 4'

Borinq Deoth: 8'

Borinq Dia.: 2"

gqg.l of 1

!g9l9g[ Temporary M.8 Acceptance Facitity

Location; New Haven Rail yard

Client Maguire Group Inc.

Borinq: M8F-50

Insp€ctor: C. Criscuolo

@,3-1s-07

GEOPROBE SOIL BORING LOG

$eil Description: and = 35.500/" some = 20-35%

I

l of r i

Logical Environmental Solutions354 South River Road

Tolland, CT 06084fruck, Ponable & ATvlBackhoe-Mountoct ceoprcbes

r f 0 'o o

o

c

oDescription * a

o o o ao - . =

Sample Interval

Ground Surface 0.0

1 .0 -

2.0-

3.0-

J . U _

6.0-

7.O-

Brown fine to medium SAND, little Silt, trace fine to coarseGravel & Ash (FILL)

t . J

0 Macro Core 0 -2'

.:o l;- r,-.i

$,i.'*f .69ot ) t. s : . - : : - s :-F:"*r"..#f .6 9o . f , t, S : . - . ; : S :

.r.t'.r1,6 l ; .?, t

$,i"'}l, tr 9; .?, t

$',vo$'16 9n f: t

;";o'}f .6 9o .?, ta : . - : . $ :.f ::r**ff ,6 ?; 1?, ts : . : - : - s :

Red-Brown tine to coarse SAND, trace Silt & fine Gravel

Groundwater at 4'4.0

Macro Core 2 -4'

8.0

Macro Core 4 -6'

0 Macro Core 6'-8'

9.0-

10.0-

1 '1 .0 -

12 .0 -

End of Boring at 8'

Groundwater Grab Sample Collected

l i t t le = 10-20% trace =1-1070

Driller: W. Lineborry

8!gj Geoprone 540U

Deoth to Water: 4'

Borino Depth: I'

Borino Dia.: 2"

EAgg. 1 of 1

elgiggl[ Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

glgllE Maguire Group Inc.

Borinq: M8F-51

lnsoector: C. Criscuolo

Date:3-15-07

t ^

i oU I

Loqical Environmental Solut ions354 South River Road

Tolland, CT 06084T I uc k, P o da b I e & A f VlB a c P,ho.- M ou n Ed G eo p rcbe s

c L oo o

o

E

.t>

Descriotion -oEo o o a

- o

Sample lnterval

Ground Surface 0 0r:ii''::i:ii:::i;i::q.:;:'. iji:o.:i

r:q:a:q:i:.::q:i

r:q:;:o.:i::.::q:;

Brown fine to medium SAND, little Silt, trace fine to coarseGravel & Ash (FILL)

1 . 50 Macro Core 0L2'

1;6 9; .l i

$,";.}' ,0 9; .2, t

F,";&:o-9e .?.!.i:j*lao.lu .'.!

e1J'51re lo 'l;t

,F,.;i1:6 9* .l: t

.e:1).ts1 '6?; l : t$,vo.}l . n9 f t : f : i. s : . : - l s

Red-Brown fine to coarse SAND. trace Silt & fine Gravel

Groundwater at 4'4,0

0 Macro Core 2L4'

8.0

0 Macro Core 4 -6'

0 Macro Core 6'-8'

9.0

10.0

1 1 .0

12.0

End of Boring at 8'

Soit Description: and = 35-50% some = 20-35o/o little = 10-20% trace = t'10%

Dri er: W. Llneberry

E!$. Geoprone 540U

Depth to water: 4'

Borinq Depth: 8'

Borina Dia.: 2"

eegg, 1 of I

Proiect: Temporary M-8 Acceptance Facility Borinq: M8F-52

Location: New Haven Rail Yard Inspector: C. Criscuolo

Client: Maguire Group Inc. Date:3-26-07

I

i oLoqical Environmental Solutions

354 South River RoadTolland, CT 06084

Truck. Podable & AfvEackho*Mounted Geoyobes

-o to 6 )a g

ocU>

Description = :o ( | lo g

a EA =

Sample lnterval

Ground Surface 0.0

t . u -

2.0-

3.0-

4.0-

c .u-

6.0-

7.0-

:q: i :qr i : ; :q:

:". ; :'. :;: i :q. :i!:t,!14:i !:

:cf :{: i i :4,: " : i : r : i " :q l :

Brown fine to medium SAND, little Silt, trace fine to coarseGravel & Ash (FILL)

1 . 50

0

Macro Core 0'-2'

', tr ?; .1, t:

$"J$..Y:.Q;'ols:1;-*f' 6 f t . 1 1 ts. ' -- .$.f :1-".f1:6 9o .?; r

*f :";-.fl, tl ?o .?, t

$,";o$1:e 9; ' l : is : , : - s..f -L-.rt . - q . . t , ,' t

f l . 1 : rs : . : r t s :.P.".''r--.ff, tr 9o .1, t. S ;

- . : S :

Red-Brown fine to coarse SAND, trace Silt & fine Gravel

Groundwater at 4'4.0

Macro Core 2'-4'

8.0

0

0

Macro Core 4L6'

Macro Core 6'-8'

9.0-

10.0-

11 .0 -

12.0-

End of Boring at 8'

Soil Description: and = 35-500/" some = 20-35% Iiftle = 10-20olo trace - l-10%

Driller: W. Lineberry

8!q: Geoprone 540U

Depth to Water: 4'

EgEls_EcElh:8'

Borinq Dia.: 2"

Paqe: 1 of I

elgigg! Temporary M-8 Acceptance Facility

Location: New Haven Rail Yard

9lgl! Maguire croup Inc.

g!49. M8F-53

Inspector: C. Criscuolo

Oate: 3-26-07

| -/l

i o\ t l

Loqical Environmental Solutions354 South River Road

Tolland, CT 06084Truck, Portable 4 AfvlBackhoe-Mounted Georobes

E 6{ r o

o

oDescription E : i

o oo =

o a Sample lnterval

Ground Surface 0.0

:9.:;_:F.:i.::j:o.

:L:i':.c:i -:.{

Brown fine to medium SAND, little Silt, trace fine to coarseGravel & Ash (FILL)

1 . 50 Macro Core 0'-2'

t . : d : . t ;I u . t t . 1 1s . : r s :

.F j:j".F

i r n l f t : ? . i

$+.}lr o.lft :?r t

Fe;i , o . ) . .I u._ft .1: 1

S"ri' ' u - f l . - as l . : l $ ..f :'.r"..fi - a . ) ,' t v f t . 1 : ts : . - : : - s :.f :j".Fljo li :?: r' E t . . - ! . S l

.r",.}.Fi , o l ; ' ? , t.s: . ' . - -s:

Red-Brown fine to coarse SAND, trace Silt & fine Gravel

Groundwater al 4'4.0

0 Macro Core 2'-4'

8.0

0 Macro Core 4'-6'

0 Macro Core 6'-8'

9.0-

10.0-

I L U -

12.0-

End of Boring at 8'

Soil D$criotion: and = 35-50o/o some = 20-35% little = 10-20% trace = l-10%

Driller: W. Lineberry

Ei$ ceoprone 540U

gsP![!@4'

Borinq Depth: 8'

Borinq Dia.: 2"

Paqe: 1 of I

APPENDIX BTables from MGI's2005 Interim Shop

(Running Repair Shop)Task 210 Investigation

MGI's 2005 Task 210 InYestigationTABLE 1(a) - Results of Geoprobe Boring Soil Sample Analyses

New Haven Rail Yrrd Interim ShopNew Htven, Conn€cticut

Boring LD.:

Sample Depth:

GPIS.3 GPIS4 GPIS-5

2' ,4 '

GPIS.6 CTDEP PMC GBGroundwaier

Area

CTDEP DEC ResidentiaVCommercial & lndustrial

CT ETPH - (ppm) t75 168 BRL 68.8 2.500 ppm 500/2.500 ppmVOCs - Method 8260 (ppm) BRL BRL BRL BRLBNs - Method 8270 (ppm)

Acenaphthene

Acenaphthylene

Anthmcene

Benzo(a)anthracene

Benzo(a)pyrene

B enzo(b) fluoranthene

Benzo(k)fluorantbene

Benzo(g,h,i)perylene

Dibenz(a,h)anthracene

Dibenzofuran

Chrysene

Fluoranthene

Fluorene

Indeno( 1,2,3-cd)plrene

2-Methylnaphthalene

Naphthalene

Phenanthrene

Pyrene

Total BNs

BRL0 . 1 80.3460.6370.5 750 . 5 7 l0.5250.3650.672BRLBRLt.72BRL0.292o.212BRL0.952o.8't47.921

BRLBRLBRL0.4220.3970.5330_3610.2850.558BRLBRL0.786BRL0.2510.399BRL0.6770.6075.276

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

BRL0.3 260.53L051.071.2 7

0 . 7 t 20,695BRLBRL1.132.85BRL0.6'12BRLBRLt.251.97

l3_525

84 ppm84 ppm

400 ppml ppmI Ppo'I pprnI ppm

42 ppmI ppm

5-6 ppmI ppm56 ppm56 ppmI ppm

9.8 ppm56 ppm40 ppm40 ppm

I,000/2,500 ppm1,000/2,500 ppmI,000/2,500 ppm

1/7.8 ppm

Ul ppm1/7.8 ppm

8.4/78 ppm1,000/2,5ffi ppm

l/l ppm270/2,500 ppm

84/780 ppm1,000i2,500 ppn1,000/2,500 ppm

1/7.8 ppm474/2,500 ppm

I,000/2,500 ppm1,000/2,500 ppm1,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRLPCBs - Method 8082 (ppm) BRL BRL BRL BRL 0.005 ppm li l0 ppmHerbicides - Method 8l5l {ppm) BRL BRL BRL BRLTotal RCRA 8 l{etals ppm

Arsenlc

Bariurn

Cadmium

Chromium

Lead

Mercury

BRL25.81.029;12200BRL

BRL62.62.78 . 7 4tt2

BRL

BRL18.6BRLt t - l

8.5{iBRL

BRL

BRL) _ J O

62.3BRI

l0/10 ppm4,?00/140,000 ppm

34/1,000 ppm100/100 ppm

500i 1,000 ppm201610 ppm

SPLP RCIRA 8 Metals - ppmBariumLead

0.0248BRL

BRL0.0224

BRLBRL

BRLBRL

10.0 ppm0.15 ppm

BRL Below Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits.

MGI's 2005 Task 210 Inv€stigationTABLE l(b) - R€sults ofGeoprobe Boring Soil Sample Analy$es

New Haven Rail Yard Interim SbopNew Hav€I|, Conncciicut

Boring I.D.:

Sample Depth:

GPIS.7

4',-8'

GPIS-8

2 '4 '

GPIS.9 GPIS.I O CTDEP PMC GBGroundwaier

Area

CTDEP DEC ResidentiaVCommercial & Industrial

CT ETPH - (ppm) BRL 1,460 1 0 8 t 8 8 2.500 ppm 500i2,500 ppmVOCs - Method 8260 (ppm)

AcetoneTetrachloroethylcne

BRLBRL

0. t440.033

BRLBRI

BRLBRL

140 ppmI ppm

500/1,000 ppmt 2/1 10 ppm

BNs - Method 8270 (ppm)

Acenaphthe neAcenaphthyleneAntfuaceneBenzo(a)anthraceneBerzo(a)pyrcneBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(g,h,i)peryleneDibenz(a,h)anthraceneDibenzofuranChryseneFluorantheneFluorenelndeno( 1,2,3 -cd)pyrene

2-MethytnaphthaleneNaphthalenePhe nanthrenePlreneTotal BNs

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRI-BRL

0.6940.6632.88s.034.1I4.673.212.6?0.53 |0.7884.461 8 . 5

0.5382.261 . 2 7| .07t0.'19.72

73."t t4

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL0.22BRLBRLBRLBRLBRL0 . 1 6 70.387

BRLBRLBRL0.3660.3660.4440.33o.272BRLBRL0.4440.736BRL0.244BRLBRL0.2920.5444.038

84 ppm84 ppm

400 ppmI ppmI ppmI ppmI ppm42 ppmI ppm

5.6 ppmI ppm56 ppm56 ppmI pp-

9.8 ppm56 ppm40 ppm40 ppm

1,000/2,500 ppm1,000/2,500 ppm1,000i2,500 ppm

1/7.8 ppmUl ppm

l/7.8 ppm8.4/78 ppm

I,000/2,500 ppml/1 ppm

270/2,50O ppm84/780 ppm

I,000/?,500 ppm1,000/2,500 ppm

l/7.8 ppm414/2,500 ppm1,000/2,500 ppm1,000/2,500 ppm1,000i2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRT, BRL BRLPCBs - Method 8082 (ppm)

PCB-1260 BRL 0.0465 BRL 0.0566 0.005 ppm 1/10 ppmHerbicides - Method 8l5l (ppm) BRL BRL BRL BRLTotal RCRA 8 Metals - ppm

ArsenrcBariumCadmiumChromiumLeadMercury

BRL1 3 . 9BRL4.863.96BRI

7 . t lt022.623 1 . 0280l . 5 l

BRLl1.6BRL38.914.2BRL

BRLt9.'r0.5349.343. tiBRL

l0/10 ppm4,700/140,000 ppm

34/1,000 ppm100/100 ppm

500/1,000 ppm20/610 ppm

SPLP RCRA 8 Metals - ppmBariumChromiumLead

BRLBRLBRL

0.0726BRLBRL

BRL0.0 r06BRL

BRL0.0090.0078

10.0 ppm0.5 ppm0.15 ppm

BRL Below Reporting Limits (see laboratory reports for compound specific detectian limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and their specific detection limits.

NIGI's 2005 Task 210 InvestigationTABLE 1(c) - Results of G€oprobe Boring Soil Sample Analyses

New Haven Rail Yard Interim ShopNew Haven, Connecticut

Boring I.D.:

Sample Depth:

GPIS-I 1

2 ' -4 '

GPIS.12

2'4',

GPIS. I3

4 ' -8 '

GPIS.15

7',4',

CTDEP PMC GBGroundwater

Area

CTDEP DEC ResidentiaVCommercial & Industrial

CT ETPH - (ppm) 1,120 r,670 1,070 330 2,500 ppm 500/2,500 ppmvocs - Method 8260 (ppm)

Acetone

Tetnchloroethylene0 .1260.0376

BRL0.0143

BRL

BRL

tsRLBRL

140 ppmI pPm

500/l,000 ppml2i I l0 ppm

BNs - Method 8270 (ppm)

Acenaphthylene

Anthmcen€

Benzo(a)anthracene

Ben2o{a)p}rene

Benzo(b)fluoranthene

Benzo(k)fluoranthene

Benzo(g,h,i)perylenc

Chryscne

Dibenz(a,h)antkacene

Fluoranthenc

2-Methylnaphthalene

Naphthalene

Phenanthrenc

Pl,rene

Total BNs

0.3 9BRL0_359BRT-0.394BRLBRL0.541BRL0.6431.05

0.8790 . 8 1 20.4645.532

BRLBRLBRLBRLARLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

BRLtsRLBRLBRLBRLBRLBRLo.542BRL0.4910.97',7BRL0.8

0_4521.262

0.920.8572.2

t . / J

1.470 . 3 1 9

6.991.290.33) L 1

4.4829.866

84 ppm

400 ppmI ppmI ppm

I ppmI ppm

47 ppmI ppmI ppm

56 ppm9.8 ppm56 ppm40 ppm40 ppm

1,000/2,500 ppm1,000/2,500 ppm

l/7.8 ppml/l ppm

l / 7 R n n m

8.4i78 ppm1,000/2,500 ppm

84/780 ppm

l/l ppm1,000/2,500 ppm47412,500 ppm1,000/2,500 ppm1,000/2,500 ppmI,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRL BRL BRL BRLPCBs - Method 808? (ppm)

PCB-1260 1.21 BRL BRL 0.005 ppm 1/10 ppmHerbicides - Method 8 t5l (pprn) BRL BRL BRL BRLTotal RCRA 8 Metals - ppm

Ars€nlcBariumCadmiumChromiumLeadMercury

BRL1722 . 3

21 .02581.03

BRL52.2

0.8029.0349.1BRL

8.8 880.10.75845.lJ3542.32

BRL64.3l . t 46.7 |t36

0.295

l0/10 ppm4,700/140,000 ppm

34/1,000 ppm100/100 ppm

500/l,000 ppm201610 ppm

SPLP RCRA 8 Metals - ppmBariumChromiumLead

0 . t l 9BRLBRL

0.0234BRI,BRL

0.0160.007t0.026

0.019BRLBRL

10.0 ppm0.5 ppm0.15 ppm

BRL - Below Reporting Limits (see laboratory reports for compound specific detection limits)

The compounds listed above are those that were detected - please see laboratory reports for full lists ofcompounds and their specific dctection limits.

MGI's 2005 Task 210 Investigation'IABLE l(d) - Rcsults ofGeoprobe Boring Soil Sample Analyses

Nerv Haven Rail Yard Interim ShopNew IIaven, Connectlcut

Boring LD.:

Sample Depth:

GPIS-18 CTDEP PMC GBGroundwater

Area

CTDEP DEC ResidentiaYCommercial & Industrial

CT ETPH - (ppm) 2,500 ppm 500/2,500 ppmVOCs - Method 8260 (ppm)

Tetrachloroethylene 0.0367 t ppm l2l I l0 ppmBNs - Method 8270 (ppm)

AcenaphthencAcenaphthyleneAnthraccncBenzo(a)anthraceneBenzo(a)pyreneBeuo(b)fluorantheneBenzo(k)fluorantheneBe nzo(g,h,i)peryleneDibenz(a,h)anthraceneDibenzofuranChryseneFluorantheneFluorenelndeno( 1,2.3-cd)pyrene2-MethylnaphthaleneNaphthalenePhenanthrcnePlreneTotal BNs

0.3 392.412.536.3 36.165.764.923.49

0.9820.8466.061 6 . 8| _021.140.737t.0'79.1 '7t 0 .6

82.164

84 ppm84 ppm

400 ppmI ppmI ppml ppmI ppm

4? ppmI PP-

5.6 ppmI ppm56 ppm56 ppmI ppm

9.8 ppm56 ppm40 ppm40 ppm

1,000/2,500 ppmI,000/2,500 ppm1,000/2,500 ppm

l/7.8 ppml/l ppm

1/7.ti ppmIt.4/7li ppm

I,000/2,500 ppml/l ppm

27012,5O0 ppm84/780 ppm

1,000/2,500 ppm1,000/2,500 ppm

l/7.1t ppm47412,500 ppm1,000/2,500 ppm1,000/2,500 ppm1,000/2,500 ppm

Pesticides - Method 8081 (ppm) BRLPCBs Method 8082 (ppm) BRI 0.005 ppm l/10 ppmHerbicides - Method li l 5 ! (ppm) BRL

Toral RCR{ 8 Metals - ppmAIsenlcBariumCadmiumChromiumLeadMercury

10.61 7 8

34.41,3400.949

l0ll0 ppm4,700/140,000 ppm

34/1,000 ppm100/100 ppm

500/1,000 ppm201610 ppm

SPLP RCRA 8 Mctals - ppmBariumChromium[,ead

0.04160,01

0.0785

10.0 ppm0.5 ppm0.15 ppm

BRL Below Reporting Limits (see laboratory r€ports for compound specihc detection limits)

The compounds listed above are those that were detected - please s€e laboratory reports for full lists ofcomoounds and their soecihc detection limits.

TASK 210:SUBSURFACE SITE INVESTIGATION

New Haven Rail YardTemporary M-8 Acceptance Facility

New Haven, Connecticut

Volume 2

ConnDOT Assignment No. 202-3464ConnDOT Project No. 301-88

Prepared for:

@State of ConnecticutDepartment of TransportationNewington, Connecticut 06131

Prepared by:

IilRiliEGnouf

Maguire Group Inc.One Court StreetNew Britain. Connecticut 06051

April24,2OO7

APPENDIX CSoil Sample

Laboratory Reports

Report Date:2'7 -Mar0'l t1 :35

Logical Environmental Solutions354 South River RoadTolland, CT 06084Attnr Cindy Knight

SPECIRUM ANALYTICAL, INC.f.atarihg

HANIBAL TECHNOLOGY

Laboratory Report

gtrE

Final ReportRe-Issued ReponRevised Report

Project: NHRY M8 Acceptance Facility - New Havel, CT

Project 301-88

Lrboratorv lDsAs9464-01sA59464-02sA59464-03sA59464-04sA594&-05sA594g-06sA594g-07sA5946t-08sA594A-09sA5944r0s45946+l ISA59,16.f-12SA59.164- I lSA59,l&l-14sA594fl- l5SA5946.1-16sA59,r64- t7SA59,164-18SA59,l6,l- I9

Client Sample IDM8F-4 2'-4,M8F-5 2'-4,M8F-6 2',-4'M8F-12 2,4'M8F-11 2,4'M8F-49 2'-1'M8f-50 2'4'M8f-5I 2'4'M8FB.1MSFB-2MTFB-3MSFB-1M8FB-5M8FB-6MSFT-IMSFT-2FB-ITB-IM8F-50CW

Matdx

SoilSoilSoi lSoi lSoilSoilSoilSoi l

BallastBallastBallastBallastBallastBallastWoodWood

Blank WaterBlank Water

Ground Water

Date Ssmpledl5-Mar-07 0D:00l5-Mar-07 00r00| 5-Mar-07 00r00l5-Mar-07 00:00l5-Mar-07 00:00l5-Mar-07 t)0:00l5-Mar-07 00r00l5-Mar-07 00r00l5-Mar-07 00:00l5-Mar-07 00r00l5-Mar-0r 00r0015-Mar-07 00r0015-Mar-07 00:00l5-Mar-07 00:00l5-Mar-07 00:0015-Mar{7 00r0015-Mar-07 00r00l5-Mar-07 00:0015-Mar-07 00:00

Drte R€celv€d

l9-Mar-07 l-5;33l9-Mar-07 15:3319-Mar-07 l5:3319-Mar-07 lJ;3319-Mar-07 l5:1319-Mar-07 l5:33l9-Mar-07 l5:33l9-Mar-07 l5:ll19-Mar-07 15:3319-Mar-07 l5:13l9-Mar-07 15:33l9-Mar-07 15:33l9-Mar-07 l5:33l9-Mar-07 15:3319 Mar-07 15:33l9-Mar-07 15:33l9-Mar-07 15:31l9-Mar-07 15:33l9-Mar-07 15:31

Headgud e^: 11 Almgen[)live & E10 Silv€r Str€€1. Aga\esm, MA 0100t . t-800-?89-91l5.4lt-789-90lE. FAX 4t3-.t9-40j6fl, Divnidz:8180 Wedland Cstq Bouldard. TatIpd, FL 33614. l-E8E49?,52?0. Elt EEt,9io7. FIX 800-4t0 643i

www-spectrum.analylical.com Pag€ I of 152

I atest f|at the ilfo.rnatioD contaioed within the report bas been reviewed for accuracy and checked ogaitrst the quality conholrequirements for each merhod. Thes€ results rclale only to thc sample(s) as rcceivedAll applicable NELAC .equirements have beetr m€LPleas€ oote that this nepoft contalns 152 pages of analytical data plus ChaiD of Custody documen(s).This repon may not be reproduced, except in full, withour written approval from SpecFum Analytical, Inc-

Massachus€tts Certifi cition #Coorccticut # PH4777Flo'ida # E8'76(Jf,n87 936MriDe # MA138New Hampshire # 2538/2972New Jersey # MAol I A{A012New York # 11393/11840Rio& tsland # 98usDA # s-51435VerEotrt # VT-l l39l

M-MAt38MAt I l0 Authorized by:

nfrd-Hanibal C. Tayeh, Ph.D.President/l^aboratory Director

Technical Reviewels Initial:

Spectrnn Analyticdl, Inc. it o NELAC accredited laboralory or4anization and meets NELIC tellting sr.rndflrb. Use of the NELIICloSo howewr does not ittsure that Spe.lrum rs cunently accrcdiledfor the sryilc method or anal@ indicated. PteaEe refer lo our"QualiE web page at www.spectrnmaralytical.confor alu tisting ofour current ceftirtca ons andJields ofat:creditation. Statet inwhich Spechm Anolytical, Inc. holds NELAC cerlifrcation are New york, New Hampshire, New Jersqt and Floida. Alt anatytiea!worklol Yoldlile Orgdnic and Air analysis ue lrarsfefted lo and con&rcted at our 830 Silver Srreet tocation NH-2g72. Ny-l1840.FL-E879 3 6 and NJ - MA1 I 2).

ThB ,abonatry Epor, is aot polful ui aal ad azrtodzd stg.raatre o" thz coter psse.

. Reportiblc Dsr.ction Limit BRL = Below R€pniing Linit Ptg.2of 152

Report Date:28-Mar-07 09;55

Logical Environmertal Solutions354 South River RoadTolland, CT 06084Attn: Cindy Knight

SPECTRUM ANALYTICAT-, INC.Fedta,ing

HANIBAL TECHNOLOGY

Laboratory Report

gtrtr

Final ReportRe-Issued ReportRevised Repon

Project: NHRY M8 Acceptance Faciliry - New Haven, CT

Project 301-88

nfrd-Hatribal C. Tayeh, Ph.D.President'I-aboratory Director

Technical Revieweis ILritial:

Speclntm Analyti.al, Ihc. ts a NELAC accredited laboralory organizalion and meets NELAC testing standards- Use ofthe NELAClogo however does not itlsLtre that Spec!rum is currently accreditedfor lhe speclic metlnd or anab,te indicated. pleare rcfer lo our"Qualily" web page at www.spectrun-analytical.comfor afull tisting ofour curren! certifcalionr andfielde oJaccreditatioa. Sl.lres inwhich Spectrum Analyticul, Inc. holds NEL4C certificalion are New Yorh New Hampshire, New Jersey and Florida. All analyticalworklor folatile Otgarlic and Air analysis are trunslefied to ond conducted at our 830 Silvel Strcet location NH-2g72. Ny-l1E40.FL-887936 and NJ-M40 I 2).

Laboratorv ID Client Sample IDsA595t7-01 M8F_124 'sA595l7-02 M8F_2 24'sA595r7-01 M8F-3 24'sA595l7-04 M8F-14 2_4sA595l?-05 M8F-15 +6'sA595l?-06 M8F_26 2-4'sA595r?-07 M8F-12 2-4'sA595t?-08 M8F-40 2_4'sA595l7-09 M8F-41 4_6'sA595l7-t0 M8F-45 4_6'sA595t?-l I M8F46 2_4'sA595 | 7- t2 M8F47 24'sA595l7-ll M8F-14 cWsA595 t 7- l4 FB-2sA595 t?- l5 TB_2

Matrix

SoilSoilSoilSoilSoil

Soi lSoi lSoilSoi lSoi lSoi lSoil

Grouod WaterBlank WaterBlank Water

Date Sampledl9-Mar-07 00:00l9-Mar-07 00:00l9-Mar-07 00:00l9-Mar-07 00:00I9-Mar-0? 00:00l9-Mar-07 00-00t9-Mar-0? 00:00l9-Mar-07 00:00l9-Mar-07 00:00l9-Mar-07 00:00t9-Mar-07 00i00l9-Mar-07 00:00I 9-Mar-07 00:00l9-Mar-0? 00:0019-Mar-0? 00:00

Date Received

20-Mar-O'7 14:4820-M^r-0'l 14:4820-Mar-07 l4:4820-Mar-07 l4:4820-Mar-07 l4:4820-Mar-07 l4:4820-Mar-07 l4;4E20-Mar-07 l4:4820-Mar-07 14:4820-Mar-07 l4:4820-Mar-07 14:4820-Mar-07 l4:4820-Mar-07 l4:4820-Mar-07 l4:4820-Mar-07 14:48

I atlest that thc information contaiDcd within the repon has b€en rcviewed fo. accuracy and checked against the quality co rolrequirements for each method- These results relate only to the sampl€(s) as received.All applicable NELAC .equirements have be€n met.Please Dote that this reporr contains 124 pages ofanalytical data prus chain ofcustody document(s).This repon may not be reproduced, except in full, without witten approval from Sp€ctrum Anallrical, Ioc.

Massachusetts Certification # M-MAl3BA{Al I l0 Authoriz€d by:Comecticut # PH-0?77Florida # 8E7600/E8?936Maine # MA 13 8New t{ampshire # 2538/2972New Jersey # MA0l lMAol2New York # I l39l l 1t840Rhode Island # 98usDA # s-51435Vermont # VT-l1393

fltur'q@t4tst ll Alng.€t Drivc & 810 Silv€.Sr@r . Agaearq MA0t00t . l-S0O-789-91t5 .4lj-789-90It . FAX 4Lj ?89 40?brZ Ddridr: E lE0 Woodland Cent€r Boulward . Tamp4 FL 31614 . l-888-497-52t0. 813-888-9507 . FAli E00-4E0 6435

wv,w'3 pectaum-analytical-com Page I of 124

Report Date:29-Mar-07 16:45

Logical Envitonmental Solutions354 South River RoadTolland, CT 06084Attr: Cindy Knight

SPECTRUM ANALYTICAL, INC.F.at!.ing

HANIBAL TECHNOLOGY

Laboralory Report

gutr

Final ReportRe-Issuql ReportRevised R€port

Project: NHRY M8 Acceptance Facility - New Haven, CT

Project 301-88

Laboratorv lDsA5964l-0tsA5964l-02sA5964l-01sAs964l -04sA5964l-0ssA5964r-06sA5964l-07sA5964l-08sA5964l-09sA5964l-10sA5964l-11sA5964l- r2sA5964r-tlsA5964t-t4sA5964 t -15sA5964l- t6sA59d,!l-17sA5964l-18sA5964t-19

Cli€pt Semple (D

M8F-16 2,-4'M8F-17 4'-6,MEF-lE 2,-4,M8F-19 2,4'M8F-20 2'-4'M8F-22 2,4'M8F-23 2,4,MEF-24 2,4,M8F-25 2'4'M8F-27 2'-4,M8F-28 2,-4,M8F-29 2'4'M8F-10 2'-4'M8F-3 t 2'-4'M8F-31 2'-4'M8F-34 4-6'M8F-24 CWFB-:}TB-]

Mrtrix

SoilSoilSoilSoilSoilSoilSoi lSoilSoilSoilSoilSoilSoil

SoilSoi lSoil

Cround WaterBlank WatetBlank Water

Oate Sampled2l-Mar-07 00:002l-Mar-07 00:002l-Mar-07 00-002l-Mar-07 00:002l-Mar-07 00:0021-Mar-{7 00:0021-Mar-07 00:0021-Mar-07 00:002l-Mar-07 00:002l-Mar-07 00:0021-Mar-07 00:002l-Mar-o? 00:0021-Mar-0? 00-0021-Mar-07 00:002l-Mar-0? 00:002l-Mar-07 00:002l-Mar-07 00:002l-Mar{7 00:0021 Mar-07 00:00

DrJc ReceiY(d

22-Mar-07 l5:3 5

22-Mar-07 15i35

22-Mar-07 15r3522-Mar-07 I513522-Mar-07 15r3522-Mar-07 15r3522-Mar01 15135

22-Mar-07 l5:35

22-Mar-07 l5:3522-Mar-07 15r35

22-MaF07 l5:3 5

22-MaF07 l5:35

22-MaF07 15i35

22-MaF07 15i35

22-M^t-07 1513522-Mar-07 15r3522-Ma(07 l5:i522-Mar 07 15:3522-Mar-07 | 5135

Ha.kluutn: tr AlnB.enDrive & 8J0 Silver SrMt. Agawsfl. MA 01001 . I-8On ?E9,91l5 .4ll-789-90tE. FAX 413-789,,1076F, Drysio,:8180 WoodLand Center Borlevard . Tamm" FL136l4. L,EEE 497-5270 .613-888-9507 . FAx Eoo 480-6435

www.EF€ctrumnnalttletl.comPage I of 165

I attest that the information contained within the report ha' beetr rcviewed for accumcy and checked against the quality colltrolrcquircmeots for each method These r€sults .elate only to the sampl{s) as received,Atl applicable NELAC rcquiremeDts hare been met.Please note tlMt this reporr contaios 165 pages ofana.lytical data plus Chain of Custody documen(s)-This .eport may oot be reproduced, except in full, witho r+Titteo app.oval from Spectrum Anal)4ical, Inc.

Massacbusetts Certificarion # M-MAI38MAI I l0 Aurhorized by:Connectiout # PH-0777Florida # E87600/E87936Maine # MAl38New Hampshire # 2518/2972New Jersey # MAol lMAol2New York # I 1393/ 1 1840Riode Islaod # 98usDA # s-51435Vermodt # VT-I1393

nfrd-HaDibal C. Tayeh, Ph-D.

Presideff/Ilboralory Dir€cior

Technical Revi€wels Initial: .eSIEctn/m Analtlical, Inc. is a NELAC arcrediled laboralory organizatiok and meett NELAIC testing staruh t. IJse of the NELAClogo however daas ̂ ot irLsure thal Epectrufi is canently accredited for the spectlrc method or aaalye indicated- Pleose rckr to our"Sualit!' web page al ww'w.specttlrm-qnallti4al.comlor afull listing ofour cutenl certifications andftelds of@credilarion. States inrihich Spectrum Analytical, Inc. holds NELAC certification are NeN, york New Eampshirc, New Jersey and Florida. Alt anolyticalworkfor Volatile Organic and Ail analysis are trarrilerred to and cohducled at our 830 Sifuer S|eet location (NH-2972, NY-t 1840,FL-E87 9 j6 and NJ- MA| I 2).

Thk loboftlory Eport b ,rot talU withotd aE aslhotigll sigaoure ot, the cove'. pag..

' R€pottabl€ f,)etectioo Limi. BRL = Below R€portine Limit Page 2 of 165

Report Date:04-Apr-07 13:06

Logical Environmenhl Solutions354 South River RoadTotland, CT 06084Attnr Cindy Knight

SPECTR(IM ANALYTICAL, INC.Fealu,ilg

HANIBAL TECHNOLOCY

Laboratory Report

gtrtr

Fin:rl ReporiRe-lssued ReportRevised Rcport

Project NHRY M8 Acceptance Facility - New Ilaven, QT

Project 301-88

Laboratorv lDsAs980l-01s459803-02sA59803-03sA59803-04sA59803-05sA59803-06sA59803-07sA59803-08sA5980l-09sA5980l-10sA5980l-l IsA59803-t2sA59803-tlsA59803-14sA59803- l5s459803- t6sA59803-17sA59803-t8s459803-t9sA59803-20

Client Srmple lDM8F-7 2,-4'M8F-8 2'4'M8F-9 2'-4'M8F-10 2'-4'M8F-l t 2'-4,M8F-21 2'-4'MEF-35 2,-4'MEF-36 4,-6,M8F-37 2,4,M8F-38 2,-4'|\f8F-J9 2-4,M8F42 2'4'M8F-43 2,-4'M8F-44 2,4,M8F48 2,-4,M8F-52 2,-4,M8F-53 2,-4,M8F-.{2 cwFB-4TB4

Metrix

SoilSoilSoilSoi lSoiLSoilSoiLSoiLSoilSoilSoilSoilSoiISoi lSoi lSoi lSoi l

Groutrd WaterBlank WaterBlank Water

Date Sampl€d26-Mar-07 00:0)?6-Mar-07 00:0t)26-Mar-07 00:0026-Mar-0? 00:l}l26-Mar-0? 00:0026-Mar-07 00:0026-h{ar-07 00:0026-Mar{7 00:0026-Mar-07 00:0026-Mar-07 00i0026-N4ar-0? 00:0026-Mar-07 00:0026-Ma.-07 00:002GMar-07 00:0026-Mar-07 00:0026-Mar-07 00:0026-Mar-0? 00:0026 Mar-07 00:0026 Mar-07 00:0026-Mar-0? 00:00

Date Received

27-Mar-07 l2:502'1 -M^r-O1 12-502'1 -M^t-O'7 12:5027 -Mar-O7 12:5027-M^t-07 12.502'1-Mar-07 12.5027 -M^t-07 12.502'l -M^t-07 12.502'l-Mar-l1 12:50

2'l-Mar-I1 12:502?-Mar-07 12:5027-Mar-07 1?:502'7-Mat17 l):502'7 -Mar-07 12:502?-Mar-07 l2:50

2?-Mar-07 l2:5027-Mar-07 l?:502?-Mar-07 l?:5027-Mar-07 l?:5027-Mar-07 I2:50

HaadquaFte.s: ll Alngrcn Dtirc & Elo silvdsf.€et. Agavam, MA 01001 , I,Eoo-7E9 9l 15,4ll-789-9018 . FA-Y 4t]-78940?6F, Divjsid': 8180 Wmdl t Ccnre. Boulevard . Tanpa, FL 316 t 4 . t -E8B-497,5?70 . E ll-E88-9jo? . FAX 800-480{415

www.spectaum-analytical.comPage I of 154

I attest that tbe itrformation cortiined within the repoft has been reviewed for accuracy aDd checked against the quality controlrequirements for each method. Thes€ results relate only to tte sam!,le(s) as receivd.All applicable NELAC requiremenas have beetr met_Please Dote that this report cofltains 154 pages ofsDalyticnl data plus Chain ofcustody documeEt(s)-This repon may not be reFoduce4 except in full, witbout writtei approval from Speotrum Analytical, ltrc.

Massachusetts Certiftca.ion # M-MAllt/MAl I t0 Authorized by:Couecticut # PH4777Ilorida # E87600iE87936Maine # MAl38New Hampshire # 2538/29?2New J€rs€y # MAol l/MAol2New York # I t39l/t 1840Rhode lsland # 98usDA # s-51415V€rmont # VT-l1393 &

-ffi a^d-Hanibal C. Tay€h, Ph.D,PresideEt/Laboratory Direator

Technical Reviewedr ltritiali

speclrum Analytical, Inc- Lg a NELAC rrccredited laboratory organi rtion and meers NELAC tesling standards. IJse ofthe NELACIogo however daes not insurc lhat Spectrum is cuftehtly occrelited for lhe specific method or otallte indicdeA. Please eJer to our"Quality" web page at www.spechlm-atu ylical.con Jor alutl listing of otr cunent certilcatione atd felds oJ aecredianion. Sta/€s inwhich SPeartufi Analytical Inc. holds NELIC certijcation are New York, Nei' Hampshirc, New Jersqt and Florida. All analyticalu,orkfor Volatile Organic and Air dnalysis are translened lo and coflducted at our 830 Silver S\eet locarion (NH-2972, Ny-|1840,FI- 88 79 3 6 a nd NJ- MA0 l 2 ) -

Ihb lsbordaA ryort b not eaM l,|a6otd tn a4tlur.iael siptntre on ,hc caver pge.

' RQortable Detection Limit BRL = Belo* Reponing Limil Pag€ 2 of 154

Sample IdenrificationMtF-l 2-4'

sA59517 0 l

Client Proiect #301 -88

Collection Date/Timel9-Mar-07 00:00

MatrixSoil

Received20-Mar-07

CAS No. Anslyte(s) Flag Ania 'RDL Dilu.ion Method R4 PEparcd A aryzed Borch Analptvolalil€ Org.nic Colhpornds

VOC Exkaclion Field extracted

PS/kS dry 6 5

PS/kg dry 130

!s/kg dry 6-5

PStkSdry 6-5

!S/ko dry 6-5

Pg/kg dry 6 5

LIVkS dry 6.5

!s/ks dry 6.5

lSftS dry 13 0

Ugks dry 6{ 8

lrdkgdry 6.5

Ug/kg dry 6.5

Pg/kg dry 6.5

Pg/kg dry 32.4

ldkq dry 6.5

rc/tS dry 6_5

Ugkq dry 13.0u€/kS dry 6 5

ldkS dry 13.0

ug/kS dry 6.5

US/kg dry 6.5ps/rg dry 13.0

udkS dry 6.5p94q dry 6.5

IjSAS dry 6.5pdkS dry 6 5pdkg dry 6.5

!S/kS dry 6.5

!S/kS dry 13 0

!g/kg dry 6 5

LiS/kg dry 6.5

!S/kg dry 6-5

!g/kg dry 6.5

Pdkg dry 6.5

l./sfts dry 6.5

US/kg dry 6.5

Pgks dry 6.5pg/kg dry 6.5

!g/kg dry 6.5

t4fts dry 6.5

t'g/kq dry 6.5

t'dks dry 6 5

ttSilq dry 64.8

t S/kS dry 6.5

ldkS dry 65

lsl(gdry 6.5pgkS dry 64.8

UdkS d.y 64.6

Isfts dry 6.5

21'[r€r07 21-ft4ar 07 7031261 BDVolatile Ofoanic Compounds

P.epared by method SW846 5035A Soit (tow tevet)

76-13-1 1,1,2-Tdchtorohfluoroethane(FreoBRL67'64-1 '@tone BRL107,13-1 Acrylon(rile BRL714-2 Benzene BRL108{€-1 Bromobenzene BRL74-97-s Bromochlommethane BRL15-214 Bromodichtoromelhane BRLT5-2+2 Bromolorm BRL74-€39 Bromomethane BRL78-sg3 2-Butanone (MEK) BRL1o4-5J+ n-Eutylb€rEene 8RL135-98{ sec-Eutylbenz€ne SRL98{c6 ten-Butylbenzene BRL75-15-0 Carbon disllfide BRL56'23-5 Carbon teEachtoride BRL108-90-7 Chtorobenzene BRL75-00.3 Chtoroethane BRL6766-3 Chlototo'm BRLf4 a7-3 Chtoromethane BRL95-49-8 2.Chtorototuene gF.L

106-43-4 4-Chloroto{uene BRt96-12{ 1,2-Dibromo-3-chloropropane BRL124-48-1 Oabomochloromethane BRL10c434 1,2-Dibromoet ane (EDB) BRL74-9t3 Dibrornomethane ARL95,50,1 l,2-DichlorobeMen€ BRL5)41,73 r I,3-Dichtorobenzene BRL106-46-7 l,4-Dichtol.obenzene BRL7s'71-8 Dicilorodifluoromethan€(Freon12)BRL7s 3'l-3 1,l-Dichtoroethane 8RL107{6-2 l,2-Oichloroedune BRL75-3F4 l.l.Dichloroethene BRL15€-5€-2 cjs-1,2-Dichtoroethene BRL1ffi-s trans-1.2-Dichtoroethene BRL7Bi7-5 1.2-Dichloroprcpane BRL142-28-9 1,3-Dichtorcprop€ne gRL

594-20-7 z,2.Dichtomprcp€ne BRL4,6+s8{ 1,l-DichtorcprcPene BRL10061{1.5 cis-1,3-0icthlorcpropene BRL10061-02€tans-l,lDicthloropropene BRL100-a1-a Etht'lbenzene BRL87{0-3 ller€chloobutadiene BRL5s1-78{ 2-t-lexanone (MBK) BRL98424 lsopropylbenzene BRL9947,6 +lsopropyttoluene BRL1634-04-1 Methyl tsd-butyl ethe. BRL10e-r0-l 4-Mehyl-2-pentanone(M|BK) BRL75-09-2 Methylene chtoride BRL

SW84662604 2z-Marlt 22'Ma(47 7031335 RU1

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191'2G3 Naphthabne

Pa€e 2 of 124

Thh tabonlory rcpon k not wlid st hoa an aathod?rd signrrlre o.t the coser page.

t R€portable D€tection Limit BRL = Belo* Reporting Limir

SamDle ldenril_rcationM8F,l 2-4'sA595l7-01

Client Pmiecr #301 -88

Collection Date,'fimel9-Mar{? 00:00

MahixSoil

Received20-Mar-0?

CnS No- A,'aryte(s) FloS Unirl *RDL Dilutioa L{ethod ReI. Prcparcd Antryzcd Bakh Anebst

103-65-1 n_Propylbenzene10G:t2-5 Styrcne63S20$ |,.1,|,2-Tetachloroelhane7934'5 t, 1 ,2,2-Tetrachloroethane12718-1 TekachloDethene10844-3 Toluene87{1$ 1,2,}Trichlorobenaener20,e2-1 1,2,4-Tdchlorobenzene7155$ t,1 , t -Trichtoroethane

7940r I ,1 ,2-TrichtoroetMne79{1€ Trichloroelhene

lblstile Orgrnic Compounds

Volalile Oroanic Comoound!Pfepared by me{hod SW846 5035A Soit (tow tevet)

BRLBRL

BRLBRLBRLBRLBRLBRLBRLBRLBRL

75494 Trichtorofluoromethane (Freon '11) BRLs6-18-4 i,2,3-lrichtoropropane BRL9543-6 1,2.+T methylbgnzene BRL10867i 1,3,5-Trimethytbenrene BRL7s{1-4 Vinylchtoride BRL1330-2+7 m,p-xylene BRL95-475 o_Xylene BRL10*9{r-9 Tetrahydrofuran BRL60-2*/ EthyrerfEr BRL99+05+ Tert-amyl methylether BRL637-92,r Ethy,t ted_butyl eher BRL1oe2o 3 Di_isoptopyt ether BRL7545,0 Tert_Butanot/ butyt atcohol BRL123-91J t,4-Dioxane BRL

Sumgate rccov€neE:460401 4-Bromofluorcbenzene

2@7-2eS Toluene4g

1 706407 o 1, z-Dichlorcethane 44

1A6A-53-7 Abrcmofluorcmelhane

Extmctrble Pearolesm Hydftrcrrhons

Extractable Total Petroleum Hvdrocarbons

Prepared by method SW846 35508

8006$1,9 Gasoline6847+3G2 FuetOit#26847G31-3 Fuet Oit #468s53{O-4 Fu€t Oit #6M09800r)00 Motof oilJ00100000 Aviation Fuel

Unidentified

Other Oil

Tolal Peboleum Hydrocarbons

Cg-C36 Aliphatic Hydrocarbons

Sutogate recovdies:3ieG$-2 1-Chlorooctadecane

S€mivohtile Orgalic Compoundr by CC

Orqanochlorine Pesticides SW846 8081A

Prepared by method SW846 35508

3090l)!2 Atddn

Lig/kg dry

udks drypdts dryLig/kg dry

!S/kS dry

ldks dry

!S/kS dry

!gl(g dry

usnlg dry

ldkS dry

|lg/ks dry

pg/kS dry

usftg drypstkg drypS/kg dry

lEkg dry

!s/ks dry

ug/kg drypdks dry

lgr(s dry

ldl€ dry

PdkS dry

!s&s dry

UdkS drypSllg dry

6.5

6_5

6.5

6.5

6-5

6_5

6.5

6.5

6.5

6.5

6 5

6-5

13.0

6.5

64.8

6-5

6_5

6.5

6.5

6 4 8

r30

SW 846 82608 22-Ma.47 224,AarO7 7031335 RU

+CTETPH 22-Mat47 234 a147 7031281 DS

99106107105

BRLBRLBRLBRLC€lqrlated asBRL159BRL153159

7G130%

7G130 %

70-130 %

70-130%

.t€/kg drytrE/kg drynq/kg drymg/kg drymdkg drymg/kg drynvkg dryrngkg drym9k9 drym€/kg dry

2632432 6 32A.328.324.328.328.328.328.3

40-140 %

!S/tg dty SW846 8081A 22.Mar{7 26.tlar{7 7031275 TG

Thir loboralo|! Epatt is not vaIU withotr.n au^oriud siga,,ture on tha dtrer pnge

' Reportable Detection Limit BRL = Below Reponing Limit Page 3 of 124

Samole ldeotificationM8F-l 2-41sA595l7-01

Cli€nt P.oiect #301-88

MatrrxSoil

Received20-Mar-07

Cotlcction Date/TimeI +Mar-07 00:00

CAS No, Ahtlrt (s) FI"C 'RDL Dilutloa Method netr Prcparcd Adalwi Balrh Ad4bst

Semivoladle O.grtric Compouods by CCOmanochlodne Pesticides SW846 8081Aftepared by mehod SW846 355083i9{4{ a€HC319-85-7 b-Bt{c319€€.€ d€Hc58-8+9 g-BHC (Undane)57-7+9 Cl orden€72.54-s 4,4-DDD (p,C)72-s5.s a,+ODE G,p.)so-2e-3 4,4-DDT (p,p')60-57-r Di€ldrin95$9E{ Endoculfan I$21345-9 Endo$lfan llr03i{7-8 EidosulfanSullaten-2oi End.in7421-93-4 Endrin AJdehydeIG-44{ H,sptachlotf24Ts Melhoxychlor1024-57-3 H€placHor Epoxjd€ ..8001-3t2 Toxapfi€nesi03.71-9 a-Chlodane5s66.3+7 g.chlodene539470.5 Erukin Ketone

Su7Dgate rccoveies:1038& z l,QBndaiuorobiphenyl (Sr)ms1-2a7 Docechtotobiphenyt (Sr)Polvchlodnated Biohsnvb bv SW846 BOB2Prepared by mehod SW846 3S5OB12674-11-2 rc810t61110/-2&2 PCB 122111i41-16-5 PCB 12325346e2r-9 PCB 124212672-?95 PCB 124811097{Sn rcg l2s110€€{25 PC8 12603n2+n4 PCB 12621r10cr44 PCE 1268

Surrog€16 /ecovs/iesi1 03&4+2 4, 4 -D&OdaEuorobiplr€nyt (SrlN51-2+i Dacachlorobipltenyt (Sr)

Sendvohdl€ Org.dic Compounds by GCMS

BRLBRTBRLBRLBRLBRLBRLBRLBRLBRLBRL

BRI-BRLBRLBRLBRLARLBRLBRLBRLBRL

43106

BRLBRLBRLBRLBRLBRLBRLBRLBRI-

BRLBRLBRLBRLBRLBRLBRL1,120

pSftS dryrqtg drytig[l(g dry

U€/kS d.y

tgts drypgkg dry

Fgl(s dry

ldlg dry

Idtsdry 6.01

!gl(g dry 6.01

lgl(S dry 6.01

ldks dry 6.01pdko dry 30.0

PSftSd.Y 6.01

ldkS dry 6 01

IgkS dry 6.01

lCftS dry 6.01

Ig/kg dry 6.01pClqdry 6.01

lS,/tgdry 6.01

Ltdkg dry 6.01pSikg dry 6.01

Ig/kg dry 6.01pgtSdry 6.01

udksdry 6.01pSi(S dry 30-0

ldks dry 6.01

ligftsdry 4.01

ldrS dry 6.01

30-15030-150 %

udksdry 12.o

!g&s drv 12.o

lrgkgd.y 12.0

FgkSdry 11.0

ldkgdry 12.0

Ugh€dry 12.O

rs^g dry 12.0pdks dry 12.OpEtg dry 12.o

N-150 %30-1fr %

'|t

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SW846 806fA 22-MaFO7 26-l,,ef47 7031275 TG

SW846 6082 22.|,,,a'47 24 lar47 7031271 MP

Semivolatil€ Omanic Compounds bv SW846 8Z?OCPrepared by metiod SW846 35508&13?-9 Ac€naphtEne20cs6-8 Ac€iaphhyl€n€@€+3 Aniine1412-7 Attl|?cdne1912.249 Afazineto3-3:r-3 AzobenzendDipfienytdiatne92{7-5 BerEjdine56-5+3 Benzo (6) anthracen€

70r I

701 |

701 I

701 1

701 I

701 '|

701 1

701 |

SW84G 8270C 2.-Mat47 24.lli'd47 781279 M.g

Thit lthotutoq Eport ls not vatU Hirtoet rn atthortaal 1igrutap on th. @e.r poge.

+ Reportable Detectioo Limit BRL = B€low Reporting Linir Page 1 ot 124

Sample IdentificarionMtF-l 24'sA595l7-01

Cliont Proiect #l 0 l - 88

Collection Date/Timel9-Mar-0? 00:00

MatrixSoil

Received

20-Mal-07

CAS No. Aaagte6) Fl"s Unia *RDL Diluiotr Prepdnd Analfzed Batch Anallst

Scmivol{tile Organlc Compounds by CCMS

Semivolatile Oroanic Comoounds bv SWO46 9270CPrepared by method SW846 35508

50-32{ BerEo (a) pyrene20199,2 Benzo(b)fluoranthene1s1-2a-? Benzo {g,h,i) perylene207{Sg Benzo (k) lluofanthen€65{50 Eenzoic acid100-s1€ Benzylalcohol1r1-91-t Bis(2rhloroethory)mehane111-.lt-a Bis(2-chloro€thyl)€ther39638.3"-9 8is(2.chloroisopropyt)ether117-81-7 Bis(2€gylheryt)phthatate101-55-3 4-Bromophenyjpbenyl€the/8s6a-7 Butyl benzyl phthatateE6'74-B Carbazole59'5G7 4-Chloro-3.methtiphenol106-47-8 4-Chloroaniline91-54-7 2_Chtoronaphthalene95 573 2-Chtoropt|enol7005-72 3 4-Chtorophenyl phenyl ether218{19 Chrysene53-70'3 Dibenzo(a,h)anthEcene13254-9 Dibenzofuran9s-so-1 1,2-Dichtorobenzener,r1-73-1 1,3-Dichlorobenzene106-46-7 l,4.Dichlorobenzene91-94'r 3,3lDichlorobenzadane120-83-2 2,4_Oichtorophenol84S6-2 Diethylphthatate131-11-3 Dim€thyl phthatate

105{7-9 2,4_Dimethfphenolu-74-2 Di-n-butylphthelates34-s2-1 4,6,Diniho-2_methytphenols1'28'5 2,4-Oinitroph€not121-14-2 2,4_Oinitrotoluene60+20-2 2,6-DanatrotOluene117+a{ Di-n-octytphthalate20Ha{ Fluoranlhene86-73-7 Fluorene11t-7rl'l Hexachlorobenzene87-6&3 Hexachlorobutadiene71474 Hexachlorocyclopentadiene61-72-1 Hexachbroethane193-39-5 Indeno (1,2,3-cd) pyrene9G12rl 1-Methylnaphthalene78-591 lsophorones1,5rc 2-Metlrylnaphthatene95-48,7 2-Methytphenol

108-39-4, 3,4-Methylphenol106-44-591-20-3 Nephthatene8A-74{ 2-Nilroanitine99{9'2 }Nitroanitin€

1,0901,120

1 ,160BRLBRLBRLBRLBRLBRLBRLARLBRLBRLBRLARLBRLBRL1,380BRLARLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL8RL2.150BRLBRLBRLBRLBRL

BRLBRLBRLBRLBRLBRL

BRLgRL

SRL

ldkS dry 7O1

ldftS dry 7o1

!g/kg dry 7O1

!g/kg dry 7ol

ldks dry 701

UdkS dry 7O1

Ug/kg dry 701

Ug/kg dry 701

ldkS dry 101

PS/Kg dry 701pq|kgdry 7O1

!S/Kg dry 701

tlgkS dry 701

9Ekg dry 701

f.rs/Kg dry 1o1

Vgkgdry 7O1

ldKs dry 7o1

UdkS dry 701pgkS dry 701

ldkS dry 7O1

lSftS dry 701

Ig/KS dry 701

|lgkg dry 701

ugkg dry to1pdKs dry 7o1

UgkS dry 7O1

lig/kg dry 7O1

!g/kg dry 701

ldkg dry 7o1pgxgdry 7D1

ug/Kg dry 7O1

!g/kg dry 7O1

!g/kg dry 701

!gr(g dry 701

uqftg dry 701pS/kS dry 7O1

ldkg dry 701

ldkg dry 701

ldtS dry 701

S4{S dry 701psn(g dry 7O1pdkS dry 701pEkS dry 7O1

llgkgdry 7O1

rcAS dry 7O1

ldkS dry 7O1

ldkS dry m1

lgko dry 7O1

PgkS dry 7O1

t4/kS dry 7O1

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SW846 8270C 22-Mat47 24.ilaF17 7031279 M.a

Thh laboralory reporl it nal wlid roilhod on aartorized sigdzlure on ahe cover paEe .

' Reporiabte Oetection Limit BRI. = B€low Repoffng Limit Page 5 oa l24

Samole ldentificationMtF-l 2-4'sA595 r7-01

Cli€nt Proiect #301-88

Matri{Soit

Received20-Mar-07

Coltectiod DatelTimel9-Mar-o7 00:00

CAS No, AnaIY.(s) Resdt Fl4g rRDL Dilu.iol L{ethod nel, Prepared ,lrralXzpd Batch Atelyst

S€mivoladle Orysnh Compoundr by GCMSSgmivolatile Oraanic Comoounds bv SWBit6 8?70Cft€pared by melhod SW846 35508100fi6 +Nilroaniline

9&9t3 Nifob€nzene€&755 2-Mtophenol10G02'7 +Nihoph€nol@-7!9 N-Nitrosodirhethy'amin€621q-7 N.Nitac6odi_n_pfopylamin€{16-10{ }SNitrosodipheflylarfilne

€7€F5 pentachloroptEnoi

85{l-6 Phenanhr€ne

i0&95-2 Phenol

r29{x}.0 n/rene1ro{6n Pyridine120{2n 1,2,+Trid{ombenzene95r.Ss4 2,4,tTridorophenol88{€F2 2,4,GTridoropnenol

&r?Dga*e /rougrbsr12t-6o.a 2-Fluorobhhentlfi7-124 2-Fluorophenol1t65404 Nitrobenzene4s4165"62 2 Phefiol45171&s14 Teryhenyt44lts-79-6 2,1,enib,!,t1ophofid

Totll Met li by f,PA 6000/7000 Series Mettods

743947{ I\rerc!ry

Tot{l M€{{b by EPA 20o S€rt€s Mcthodj

7444-?24 Silvet

7440{{12 ArgerilC.

7440n+3 Badsm

744{14}9 Cadmiun

71.1{}47-3 Chromium

7439-92.1 Leqd

rr82492 Selonium

SPLP Metals by EPA l3l2 & 6000/7000 Seri€r Method6

sr.LF Enrad|on

Z4&22-a Sllver

74,10-3&2 AF€nic

74r{},3$3 Barium

7440-449 Cadmfum

Zt4{}|7n Cho.hium

7439-9rc Merqlry

749-92-1 Lead

7782-4$2 S€'l€flium

Ge trerrl Ct€mbtry PerrDea€rr

% Sollds

1 SW846 8270C 22'&1atr47 24l"',a(47 7q|1279 M.B

t '

1 '

t '

1 '

1 '

I '

t '' l '

1 '

I SWA4i 74llA zGMar{7 27-N[ar-07 7m1322 Y?

I EPA 200.7 26.Mar-07 26+,lar47 7031321 HB

1 '

1 -

I '

1 '

1 '

1 sw8461312 ?2-MaFO7 22-MaA7 7m1344 BD

I SW8.f{l 1312/G0'108 2341Ff47 24-ttaF07 703l4og LR

1 '

I SW84813121/470A ' 26-lra.-07 7031409 YP

I SW84A 1312/60i08 ' 24.|i,.at.ol 70314S LR

BRLBRLBRL8RLBRLBRLBRLBRLBRLBRL2,130BRLBRLBRLBRL

806779529078

0.340

BRL

37.3

0.394

82.6

117

BRL

Co.npletsd

BRL

BRL

0.0198

BRL

0.0t 30

BRL

0.m19

BRL

87.4

lgl(sdry 2800pgr'kg dry 7O1

WJkSdry 701

UCrtS d.y 2m0

lgl(gdry 7o1

US/kS dry 7O1

Ekgdry 7O1

FgftSdry 7O1pgts dry 7o1

LrdkS dry 7O1

lryro dry 7Ol

frd?€dry 7O1pglsdry 7O1

ttgltgdtJ lO1

trg/kS dry 7O1

*130%,s110%30-r30 %1+11004*130%tg r l 0 %

mgftgdy 0-0340

fitgr'kg dry 1.14

mgn(g dry 1.71

rngrlg y 0.570

mgftg dry 0.285

m€r'kg dry 0.570

mg/€ d.y 0-856

mgikg d.y 1.7r

N/A

t',lSil 0.01m

mgd 0.0150

flEn 0.0050

rEif 0.0025

n€t 0.0O5O

mg/l 0,00040

trEl 0.m75

mSn 0.0150

% SM254OG Mod. 2}l',€t47 23-Met47 7031429 QP

Thit ldhonlorf .qod is ^ot tdful *tthaul aE authorizcd dgionte on ttE .av., pzge.

+ Reportlblc D€tectioo Limit BRI_ = Betoc, ReDorting Limit Paec 5 of I24

Sample ldertificationM8F-2 2-4'sA595l7-02

Client Proicct #301 -8E

MatrixSoil

Received20-Mar-Oj

Collection Date/Timel9-Mar-07 00:00

CAS No, Anolyte(s) FloS Units *RDL Dilutiorl Method Retr. Preryed Analrzed Eotch ,4ntlltst

Volalile Org.nlc Compounds

VOC Extraction 21-Mat47 21-l,Lar07 7031261 BDField exkacted

Volatile Orqanic Compouhds

Prepared by method SW846 50354 Soit (tow tevet)

76-13-1 1,1,2-Trichlorotrinuoro€thane (FreoERL67 64 1 Acetone BRL107 13 1 Acryionitrile BRL7113-2 Benzene BRL10&8F1 Bromobenzene BRL74-97-5 Brofilochloromethane BRL15-2f4 Bromodichloromethane BRL75-25-2 Bromoform BRL74{3-9 Bromomethane BRL78,s3-3 2-Butanone (MEK) ARL104-51-8 rFBuMbenzene BRL13.198-8 sec-Butylbenzene BRL98116-6 t€rt-Bulytbenzene BRL7s,15.0 Carbon disulfide BRL56,23 s Carbon telrachloride BRL108-90-7 Chlorob€nzene BRL75'00-3 Chtoroethane 8RL67€6-3 Chlofoform BRL74.a7-3 Chloromethane BRL95-49-8 2-Chlorotoluene BRL106-43-4 4-Chtorotoluene BRL96-12-8 1,?-Dibrorno-3-chbroproF,ene BRL124481 Dibromochloromehane BRL106-e3-1 1,2-Dibromoethane(EoB) 8RL74 9s-3 Dibromom€thane BRL95-5G1 1,2-Dichlorobenzene BRL541-73-1 l,3-Dichlorobenzene BRL1096-7 '1,4-Dichlorobenzene ARL

T5-7 l-a Dichlorodifluoromethane (Freon.l2)BRL75-34-3 1,1-Dichloroethanero74G2 i,2-Dichloroethan€7535-4 1,1-Dichloroethene154F59-? cis.1,2-Dichlorcethenet56-60-5 hans-'t,2-Dichloroethene7A-57-5 1,z-Dichloropropanet42-28'9 1,3-Dichlorcpropane

59420,7 2,z-Dichlofopropane583-58$ 1,1_Dichtorcpropene1m61{1-5 ds-1,3-Dichlorop.opene10061-02{ trens-1,3-Dichloropropene100-114 Ehylbenzene

87S&3 Hexachtorobutadiene

591-78$ 2-Hexanone(MBK)!t8€2t lsopropylbenzene9947-a +Eoptopt/ oluene1634.{M-4 Methyl ted-b{jlyl eflref

BRLARLBRLBRLARL8RL8RLBRLBRL8RLBRLBRL8RLBRLBRLBRLBRL

108n0-1 4.t\tethyt_2+enlanon€(M|BK) BRL7sn 2 M€thylene chloride BRL

pSftS dry 5.9pdks dry 118

!g/kg dry 5.9

!S/kS dry 5.9pdkq dry 5 9

ldkS dry 5 9

!g/kg dry 5.9pS/kS dry 5-9

!g/kg dry r'r.8

ldks dry 59.0pS/kS dry 5 S

FS/kS dry 5.9pdkg dry s.9pqkS dry 29 5pSftS dry 5.9pSikg dry 5.9pqkSdry 114

Fg/(g dry 5.9

!g/kg dry 11.8

!S/kS dry 5.9

ldks dry 5.spg/kg dry 11.8pg/kg dry 5.9pdkS dry 5.9

Ig/kg dry 5.9

rc/kg dry 5.9

UgkS dry 5I

US/kS dry 5 9

Ug/kg dry 11 I

UdkS dry 5 I

!g/kg dry 5-gpg/kg dry 5.9

!g/kg dry 5.9

l,g/kg dry 5.9pSftSdry 5,9ps/ks dry 5.9

ldkS dry 5.9pg/kg dry 5 IpqkS d.y 5.9pdkg dry 5 I

!g/kg dry 5,9pg/kg dry 5,9

t g/kg dry 59.0

ldkSdry 59pelkgdry 5.9pdksdry s.9

t'dkg dry s9.0

Fs/kg dry 59.0pdkSdry 5.9

SW846 82604 22-MarOI 22-Ma(4f 7031335 RLJ

91.2G3 Naphihalene

Pagel ol 124

Thb labonlory Rpod i| not valid Nihou aa &arhorl@l slgaa,urc on the cot)e, page .

* Reportable Detection Limir BRL = Below Reporring Limit

Sarnple IdetrtificationMtF-2 2-4'sA595 | 7-02

Client Proiect #301-88

MatrixSoil

Collection Date./Timel9-Mar-07 00:00

ReceivedzGMar-07

CAS Na, A','dE 4s) Resdt Flzg Afits *RDL Dllulian Method Retr. Pnparcd Analwd Bateh Anrtfst

Volatile Org.nic Compoun&

Volaf le Oroanic ComoouodsPrepd.ed by n€thod SW846 5035A Soit (tow teve{)

75'49-4 Tric*rlorofiuoromethane (Faeon l1) BRL

103-6$' GPrcpylb€nzeoe100-42'5 Slylen€€0-20{ 1,1.'1.2-T€b_acf oroethane?9,345 1,1,2,2.T€trdcHoroethane127-18-4 Tet€d omethene10&88-3 Toluene€7{1{ 1,2,}Trichlorob€nzene120{2-1 1,2,4-Taichltrobenzene71-5$6 l,l,l.Trichloro€tEne7e{P5 1,1,?-Tdchloro6thane79{1{ Trkt orcefien€

s6-18-4 1,2.+Trichlorop.opane95496 i,2,4Trimethylb€nzene10867{ l,3,tTrimethylbenzene7fr{1-4 Vinyl drtoride133G2G7 m,p-Xyteoe9147€ o-Xy'on€10+99-9 Tet(drydrofucan60-2$7 Ethyl elh€r994{5}a Teft.amylmethytether637-e23 Etry4 teft-buM 6d1€r10&20-3 Diisopropylether75{s{t Tcft-Butsnol/ h.rqy' abotlol123-91-1 1,4-Dioxane

Sutrogate tecovedes:46040.4 +Btufioauorcbenzene2037-26-s Tolueno4St 7o@-o/ -o 1, 2$ichbrcathane44fi 68-s 3,7 D itttdrlof, uo to n€th a n e

Enrrct ble Petrolcrm Hydroc.rtrons

Extractable To{al Pelroleum Hvdroc€rbonsPrepa.ed by method SW846 355088006i1-9 Gasoline6847630-2 FuelOil #26047F31.3 Fu€l Oit #4605s$0{r4 Fuet oil #6M0€8fim00 Motoi oil$0100000 Avislion Fuel

Unid€nlifiedOhe. c)ilTotal Pebol€um HydrccarbonsCS436 Aliphatic Hydrocarbons

Sa,nog|ab r€co!,,arbsr1u,6-33-2 1 -Chloroodealecano

Selr|irohttle Orgrnlc Compouldr by CCOroanochlorine Posticides SW846 8081APrepared by melhod SW846 35508309-00.2 Aldrin

SW 846 82808 22+tar47 22t4*47 7031335 RLJBRL

BRL

BRLBRLBRLBRL

BRLBRLBRLBRL

8RLARLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL8RL

99104

110

BRLBRLBRT8RLCalqilated asBRL

BRL83.583.5

115

pdts dry 5,9pdkg dry 5.spdkg dry 5.9pStkg dry 5.9pdkSdry 5_9pg/l(gdry 5-9

lglsdry 5.9

USI(S dry 5.9

ItSJkSdty 5.9

WI€ d.y 5.9pCAS dry 5.9

ugtgdry s.9

ldxS dry 5.9

ldkS dry 5.9

!g/kS dry 5.9

ttgJkgdry 5.9pErgdry 11.8pdl€dry 5.9pdkgdrt 59.O

VdkSdty 5.S

tl4/ks dry 5.9

Udks dry 59

Fgtg dry 5.9pdkgdry 59.0pS/XS dry r18

70'130 %70'1i0 %70-130%70-1fi %

mglkg dry 27.4ntdkS dry 27.4o€rkg dry 27.4mg/kgdry 27.4ndkS dry 27 -4n'dkS dry 27 .4mdkg dry 27.4mg/kg dry 27 .4rEikgdry 27.4nEfl(g dry 27.4

4)-140.A

1II

I

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1

1

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1

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1

7

I

1

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I

+CTEIPH 22',l',a'47 23-$9f-07 70312A1 DS

BRL ldkS dry 6.13 StrE46 80AlA ?2-MaIo7 8 tiat47 7G11275 TG

Thb lahotuory Epon is ,tot eolil Nlthott z, auahotlz.d sigdslare oE ,h2 coear ltoge.' Reportslrle Delaction Limit BRL = Below R€porting Limir Pag€ 8 of 124

Sample [dentificationM8F-2 2-4'

sA59517-02

Client Proiect #301 -88

MatrixSoil

Received20-Mar 07

Collection Date,,Timel9-Mar-117 00:00

CAS No. Anabte(s) FloC Unatr *RDL Duutian PPparcd Autltzed Bath Analpt

S€mivolatile O€adc Compounds by cC

Orqanochlorine Pesticides SW846 808 tA

Prepared by melhod SW846 35508

319 84s a,8HC319-Br7 b_gHc319-863 d_BHC58{+e g-BHC (Lindene)5T-74I Chlodane72 54-a 4,4.DDD (p,p )72-5ss 4,4-DDE {p,p,)50-2+3 4,4{DT (p.p.)60'57 1 Dieldnn959-98{ Endosulfan I3321355-9 Enclosulfan ll1031-07,8 EnctirsulfanSullate72-2O-B Endrin7421-s3-4 EndrinAtdehyde76'44€ HeptachtorI24us l\,,lethoxychlor1024-57-3 Heptachtor Epoxideeo01-3t? Toxaphene510171,9 a_ChlordEne5,566,34,7 g-Chlordane

53494-70'5 Endrin Ketone

Sunogate rccoveries:103868+2 4,4-DB-Ochnuombiphenyt (Sr)

2051 2z j Docachlorobiphenyt (Sr)

Polvchlorinated Biohenvts bv SW846 8082Prepared by melhod SW846 35508

12674-11 2 PCB 101611104-28-2 PCB 722111141-16-5 PCB t23253463-21-9 PCB 124212672-294 Pc:B 12481to9t6s-1 PCB 12lA11096-82,5 PCg 126037324-23-5 rcB | 26211100-14-4 rc8 1268

Suftogale rcco@ies103868+2 4,4DgoclaflLtotobiphenyl (St)

m5t?+3 Decachtotobiphenyt (Sr)

Semlvolrtile Orgrnic Compouods by CCMS

BRLBRLBRLBRLBRL

BRLBRLBRLBRLBRLBRL

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

89

BRLBRLBRLBRLBRLBRL58.8BRLBRL

7090

BRLBRLBRLBRLBRLARL

BRLBRL

pStkSdry 6.13

t SIq dry 6.13

!g/kg dry 6.13

!g/kg dry 6-13

IiS/kS dry 30.6

ldkS dry 6-13

ldkS dry 6.13pdkg dry 6.13

UdkS dry 6.13pdkS dry 6.13pS4g dry 6-13

t gks dry 6.13pSftS dry 6 13

ldkS dry 6.13

Pdks dry 6.13

FdkS dry 6,13

liS4q d.y 6.13

USftg dry 30.6pSlkS dry 6 13pdkS dry 6 13pS4(S dry 6.13

30-150 %30-150 %

psfts dry 12.3

Pg/kg dry '12-3

Ig/kS dry 12.3pdks dry 12.3

fidks dry 12.3

t S,/kS dry 12.3

lYkS dry 12.3

!g/kg dry 12-3

lgkS dry 12.3

30-150%io-150 0,4

ldkg dry 679

ldkS dry 679

!g/kg dry 679

UgkS dry 679

tig/kg dry 679

!g/kg dry 679

!S/kS dry 679

lgkS dry 679

swa46 80814 22-1,1ar47 26-Mat-07 7D31275 IG

SW846 8082 22-MaA7 24'Ma?O7 7031274 MP

Semivolatile Orqanic Cofioounds bv SW646 8270CPrepared by method SW846 35508

83-32-9 Acenaphthene208-s4 Acenaphthylene62-5!3 Anitin€120-12-7 Anlhracen€1912-24-9 Atrazin€10133-3 Azobsnzen€y'Diphenytdiazine92{7-5 Benzidine56-55.3 Benzo (a) anthracene

SW846 8270C 22-Mat47 214nat07 7031279 M-B

Thit lzborztory rcpon ir not valU x'ithoat aE o!rtofi.ed signeture on the @ter page .

+ Reportable Detection Limit BRL = Below Reponing Limit Page 9 of 124

Samole [deotihcationN{EF-2 2-4'sA595l7-02

Cliedt Proie€t #301-88

Collection Date/Timel9-Mar{7 fi}:00

MatrixSoil

Rec€ived20-MaF07

CAS No. Anaryb(s) Resalt Flag *RDL Diluittr Mdhod Rel. Prqued A,,alwn Bdch Antlysl

S€mivol.tlle Orgonic Compoundr by ffMS

Semivolatile Oroanic Comoosndg bv SW846 B2Z0CPrepared by mglhod SW846 355083)-324 Benzo (a) py.oneat99l Benzo (b) ffuoranfhener9r2,1-2 Elenzo (g,h,i) perytene207{&9 BerEO (k) fruo|antlenett545-0 Benzoic add10G51{ Benzylalcohol11r-91-1 Bis(2-chlomethory)methan€11141.4 Bis{2-cruoro€thyt)etE.3963s32,S Bis(2+hlorcisoprcpyl)e0Er117-81.7 Bis(A.ethy,lh€)qt)phthalate101.553 4_Bromopheny' phenyi elh€r8s.64-7 Bu!/benrylphthatate8G74{ Csrbazole59{Gz 4-Chtoro-3-fiethyiphenol10€-4?{ +Chtoroaniline91-5&7 2-Chloronaphthatens95'57-8 2.Chlorcphenol700$72.3 4-Chloroph€nyl phenyt ether2t8{1.9 Chrysenes3-7{t3 Oibeozo (a,h) anthrac€ns132444 Oibenzofuran95{Gr |.2-Dichlorob€nzen€54i-73n 1,3-Oichlorobefizene10€-{6-7'1,4-Oidhlorobenz€ne9l-94-1 3,3'-Didtlorobenzidine120-8!2 2,+Dbhloropheflola4{&2 Diethytphthatate13rnt-3 lImethylphthatale1ffi7-e 2,4loirnetiyldlenolu-r4-z D-n-bUVphthalate53+52-1 4,6-Dinilro-2-methylphenol51-20-5 2.+Dinitrophond12i{+2 2,4-Dinilrotoluene60G20-2 2,6oinitrototuene117-e4.o D-fl-octyl phhatale206..(+0 FluoranttEne8&7+7 Ffuorsne11&7+l Hoxachlo@benz€ne07{&3 Hex€ctorobutadieneT1474 Hexachtorocydopentadiede67-72-1 H€XaClOroethane1e'396 Indeno (l,2,3-cd) pyrenes0-12-0 t-i,trethylnaphthaleno7&s*l lsophoaono91.t$ 2-Methytnaphhateno

4$7 2-ldethylph€nol10&39-1, 3,4-Methylph€nol1ftr-4.r.591-2c3 Naphthatene&744 2.Njtroaniline99{$2 }Nitroanitine

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL8RLBRLBRLBRLBRIIERLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRLARLBRLBRLBRLBRLBRLBRLBRL

BRLBRLBRLERL

BRLBRLBRL

ldkS dry 679

ldlq dry 67S

|Jg/kS dry 679

Ugl*qdry 67S

ldtgdry 679

ugkSdry 679

trg./kg dry 679

lrSikS dry 679

lqkS dry 679

ldkSdry 679

!Sn(S dry [email protected] 670

FSftSd.y 679pdksd.y 679pdks dry 67S

UdkS dry 679

t Sl(rgdry 679pS^S d.y 679pg19 dry 679pdkS dry 679

t dkg dry 679pgikS dry 679

Igr(g d.y 679pdrqdry 679

UdlSdry 829

IdkS dry 679pSil€ dry 679

udks dry 679

Lidrgdry 679

ug/kg dry 679

t'dksdry 679pgfts dry 679

rsrks dry 679

rgls dry 679

Ugr'kg dry 679

rcrkS dry 679pg/kg dry 673ps,ts dry 679

ldtSdry 67s

lgkg dry 679

$gnKS dry 673

Fgrtg d.y 679ps/ks dry 67s

ldkS dry 67S

[dkS dry 679

lldko dry 679

t sikg d.y 679

pS,/kS dry 679

lgrsdry 679

IdkS dry 079

1

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SW846 8270C 2-Met47 24+,i,a147 7O3r279 M-B

Thh labodoq rqo.l it ^oa eqlAl lrtoet qtt aalhoriad dgnafune od tlt coter pag..

'Rcportable Detectim Limit BRL = Below R€porting Limit Page lO of 124

Sample [dentificarionM8F-2 2-,tl

sA595l?-02

Client Proiect #30r -88

CoLlection Date/Timel9-Mar-07 00:00

MatrixSoil

Received20-Mar-o7

CAS No. An4utc(s) Flog Unia *RDL Dilulinn Method Retr. Prepared Aru$'zed Rzt.h Andlrst

S€mivolrtil€ Orgrnic Compounds by CCMS

Semivolatle Orqanic Compounds bv SW846 8270C

PEpared by melhod SW846 35504

100-016 4-Nitroaniline

9O-9t3 Nikobenzene

00-7t5 z-Nitrophenol

100-02-7 4-Njtrophenol

62-7re N.Nitrosodimehytamine

62144-7 N-Nitrosodi-n-propylamine

€G3G6 N.Nitrosodiphenylamine

87€s5 Pentachlorophenol

8F1-8 Phenanthrene

108-95-2 Phenol12s0.o Pfene11c86-1 Pyridine12{)!821 1,2,4-Tddllorob€nzene

s5-efl 2,4,STichlorophenol

€3-0+2 2,4,6-Tricftlorophenol

Swrogale rccoveries:3214Ga z-Fluot&iphenyt

367-124 2-Fluorophenol

116,4a4 Nitrcbenzene45

1165-62-2 menol4s

1718 51 0 Terphenyl4l4

11a-794 Z4,ETibrcmophenot

Total Metals by EPA 6000n000 S€ries Methods

7,139 97-6 Merc!ry 0.222

Total Metds by EPA 200 S€ri€s Methorts

sw846 8270C 22-MarO7 24-Mat4/ 7031275 M.B

1 SW8467471A 26-Mar0l 2741at47 7031322 YP

BRLBRLBRLBRL

BRLBRLBRL8RLBRL

8RLBRL8RLBRLBRLBRL

786378528574

BRL

3.97

44.5

0_490

44.3

269

BRL

Comdeted

BRL

BRL

0 .0211

BRL

0.0148

BRL

o.0/24

BRL

90.0

pdkS dry 2120pg/kg dry 679pg/kg dry 679pdkgdry 2720

!g/kg dry 67S

ldkS dry 679pdkS dry 679

!q/kg dry 679pdkS dry 679

!g/kg dry 679pg/kg dry 679

!g/kg dry 679

ldkS dry 679

!Sn(S dry 679

!g/kg dry 679

30-tm o/,

1rf l00A30-130 %t 5-110 %30-130 0/o

15-110 %

nu/kg dry 0.0327

mdkS dry 1-07

mg(s dry 1.60

mg/kg dry 0.533

mg/kg dry 0 266

mg/kg dry 0.533

rirgftS dry 0.799

mg/kg dry r.60

mg/l 0.0100

mSl 0.0150

.'r,q[ 0.0050

mgn 0.0025

mgn 0.0050

mSI 0.00040

.r€l 0.0075

nE/l 0.0150

%

1

1

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7440-22-4 Silver

7440-38-2 AFenic

7440-39-3 Eadum

7440-43-9 Caclhium

744047-3 Chromium

743s92-1 Lead

778?4+2 Selenium

EPA200-7 26-Mat47 274,Aa( 07 7031321 HB

SPI,P Metsls by EPA ll12 & 600fl7000 Sert€s Methods

7440-224 Silver

7440-3&2 Arsenic

744{-39'3 B€riuft

744{143-9 Cadmjum

7440-47-3 Chromium

7439-976 Merotry

7a39-92-1 Lead

7782-49-2 Sel€nium

General Chemlstry Parrmetets

% Solids

1 SW8461312 22^nar.07 22-MaA7 7031344 8D

1 SW846131260108 z3-Mal.Ot 2{.Mar0l 703'1408 LR

1 "

1 "

1 ' ,

1 SW846131217470A " 2€{,lar{7 7031409 YP

1 SW846131260109 " 244nat47 7031408 LR

1 '

1 SM2540 G Mod. 23-t4ar-07 23-Mar-07 7031429 QP

Thb lahontlory fepora is not ttlld toithoul dn outhoriie.I sigAatare on the cover page

+ Reportable Detec.tior Li Di! BRL = Berow Reporrjng Limil Page 1l of 124

Sample ldentificationM8F.3 2-a,sA595l7-03

Client Proiect #301-88

Collection Date/TimeI 9-Mar{7 00:00

MatrixSoil

Received20-Mar-07

CAS No. Analrte(s) Flae aRDL Inaitn Method Rtl PEWed Aaalr'?.ed Bdch Analysl

Volrtile Orgmic Compounds

VOC ExtractionVolatile Orcanic ComooundsPrepared b!' method sw846 5035A Soil (tow tevet)7e.i3-l l,l:-Trkhlorofinuoroothane(FreoPRL67i+t Acetofi€ BRLio7nll Adylonibile BRL71!32 Benzen€ gRL

i08.6€-1 Bromobenzen€ BRLra-97-5 Bro.nodllorofiethane BRL

75-2+2 Brornofofln BRL74{}9 Bromo0elhane BRL70-9+3 2-Buhnone(MEK) BRL104'51{ rl-Bu9lbenzene BRL13t9&€ s€c€utylbonzene BRL9e{6-6 tsd€utylbenzen€ BRL7t154 Carbon disulfde BRL50.23-5 Carbon lebachloride 8RL10990-7 Chlorcb€n2ene BRL75{0-3 Chb.o€thane BRL67€&3 Chlorobrm BRL7447-3 Chlommothene BRL9s-49.a z-Chlorotolu€n€ BRL10fF43-1 +Chlorctolueno BRL96-12-8 1,2-Dbro.no-3-chloroprop€ne BRL12.r-4{-1 Dibromod oromethene BRL1c'6934 l,2-Dibromoethane(EDB) BRL74-9!3 DibomometrEne BRLg+s(l.l l,2-Dichtofobenzene BRL541-7311 l,3-oichlorobenzene ARL106-46-7 l,+Dichlorobenzsne BRL75-7 1-8 Dicfilorodifluoaomeihane (Faeonj2) BRI75-34-3 1,'1-Dichlofoethane ARL107-Oe2 1.2-Dict{oro€thane BRL75-35-,! .1.1-Oichtoroethene BRL1se592 cis-1,2-Dlchloroetheie BRL15Sq],s ten6-l,2.Didhloro€hetre SRL7€{7-5 1.2-Oid orcpropane BRL142-28-9 '1,3-Dichlofopropane BRL59{-2F7 2,2-Dichloropropene SRL561584 1,|-Dichtoroprcp€ne BRL1006i41'5 cis"1,3-Dichlorogrop€ne BRL1006142{ tan91,}Dichlo.ogrop€ne BRfl0G41-. Ehy'bsnzfie 8RL8z€+3 Hexachto.obuladhne BRL5Sr-70S 2-t{6xanone (MBK) BRL

lsotropylberEen€ 8RL€{7{ +tsffropy'btu€ne SRL1634{4-4 Methyl ted+oty'l €trer BRL10&rcl +Me&yl-2.pentaftne{M|BK} BRL754e-2 irethylene chtoride BRL

21-iiar-o7 21-l4ar{7 7031261 8D

22-ll,.at47 22+taFO7 761335 RLJ

BRL

Field e)daactod

UdtSdry 7.5

trslt(S dry 151

FSI€dry 7.5

U919dIy 7.5

ldkg dry 7.5

rd*S dry 7.5

rc/kg dry 7.5pdrs dry 7.5

ldls dry ts.ipdkgdry 7s.4

IdkS dry 7.5

Fgtkg dry 7.5

FSftSdry 7-5pdkS dry 37.7

tdkS dry 7.5

lgkS dry 7.5

l4k0 dry 15.1

Fgtgdry 7.5

!4k9 dry 15.1

rglxSdry 7.5pSn(S dry 7.5pglqdry 15.1

US&S dry 7 _5pgrSdry 7.5

Idkg dry 7.5

!gl!s dry 7.5pgftgdry 7.5

US/kgdry 7.5pdkgdry ls. l

udlgdry 7.5

ugtsdry 7.5

lrSlkg dry 7 5pS/kg dry 7.5

Ugl(gdry 7.5

udkSdry 7.5

t gkS dry 7.5

FS/kS dry 7.5

US^S dry 7-5

$g/kSdry ? s

tdkg dry 7.5

Ug/kS dry 7.5

Fg/t€ d.y 7.5

ISftS dry 75.4

fgkg dry 7.5

ldkS dry 7.5

rcn(S dry 7.5

F€ikgdr, 75.4

f.fSikgdry 75.1pC/kS dry 75

voc

sw 846 82608

9t-u}3 Naphthalane

PagE l2of 124

fhk laboratory Epotl h not vdtd wiahoa ae surtorited slgnatsre ol the cowr 1,q..' Reportable DEtection Limit BRL = Below Re!|orting Limir

Sample ldentilicationM8F-3 2-4'

sA595l7-03

CLient Proiect #30r,88

Collection Date/Timel9-Mar-0? 00-00

MatrirSoil

Received20-Mar-o7

cAs No. Anfute(st Res,h F,aE Unia ARDL L[e,ltod ReI. Preta4d Analrzed Balch Ana|.st

Volrtile Orgrnlc CompouEds

Volatile O.qanic ComooundsPrepared by method SW846 50354 Soit (tow tevet)

75€94 Trichtorofluorcmethane (Freon .t 1) BRL

1o}gs-t n-PrcpylterEene10G12 5 Styrene630205 1,1,'l,2_Tetrachtoroethane79{4_s I,1,2,2-Tetrachlorcethane127n8-4 Tetrachbro€thenel0a€4,3 foluen€87.€16 1,2,lTrichtombenzene120€2-1 1,2,4-Trichtorobenzene71-s5{ l,1,t_TrirhtoroetfEne79{tr5 1,1.2_Trichtoro€thane79{l€ Trichloroelhene

96-18-4 t,2,STrichloropropane9s43{ 1,2,+Trimethytbenzene108€7-6 1,3,+Trimethytbenzene75414 Vinylchtoride1330-2G7 m,p-Xylen€95-47-6 +Xylene109-9s9 Te{rahydrofuran60-?s7 Ethytether994{5€ Terl-amyt methyl ethef637.92-3 Ethytled-butytetf€r108-20-3 Di_isoprDpytether75{5{ Ted-Butanot/ bntyt alcohol12391-1 1,4-DioxeDe

Surrogale ,€cover'es_160a04 +Brcnofluorcbenzene

m37-26-s Tduene4S

1 1066074 1,2-Oichloroethane-d4

1868-sAr Dibr'ofllolfufrrcmethane

ExtyNctable Petroleum Hydrocrrtons

Exlractable Total Petroleum Hvdrocafuons

Prepared by method SW846 35508

800€-61,9 Gasotine6847&30,2 Fuetoit#26847e31-3 FuelOil#468553{0-4 Fueloil#GirogSomaJo Motof OilJ00100000 Avjaijon Fuel

Unidentified

Olh€r Oil

Total Pekoleum Hydrcc€rbons

C9-C36 Aliphatic Hydrocarbons

Sunoga6 ,ecovedes'3386-3}2 l-Chlotoodadecane

S€mivobtile Oryrnic Comportrdr by GC

Oroanochlorine Pesticides SW846 8081A

Prepared by method SW846 35508

3OlO0-2 Aldrin

SW 846 82604 22-Ma47 22-MaF07 7031335 RLJBRLBRLBRLSRLBRL

SRLBRLBRLBRLBRLERL

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

BRLBRL

9410110998

WkS dty 7.5

UdkS dry 7.5

ldkS dry 1.5

pdkS dry 7.5

ldkS dry 7.5

!94(S dry f_5

pg/kg dry 7.5

pg/kg dry 7.5

pg/kg dry 7.5

f.ig/kg dry 7.5

lSftS dry 7 5

f.iS/r€dry 7_5

!g/kg dry 7 5

UdkS dry 7 5

Ug/kg dry 7.5

lrSlkS dry 7_5

udks dry 15.1pg/kg dry 7 5

US/Kg dry 75.4

IgkS dry 7 5

USftS dry 7 S

lgkS dry 7.5

ldkS dry 7.5

ldkS dry 75.4

,rgkS dry 151

7L130 0t

70-130 %70-130 %70-130 %

mdkS dry 44.1

mSI$ dry 44.1

mdks dry 44.1

mgLikg dry 44.1

.ng!4q dry 44.1

lrglxgdry 44.1

mg!4(g dry 44.1

mgL/Kg dry 44-1

mgr'kg dry 41.1

mg(g dry 44'.1

40-140 %

pdkq dry 7.11

1

1

I

I

I

1

1

1

1

1

1

1

1

1

1

l

I

1

1

I

1

1

1

1

BRLBRLBRLBRLBRLBRLBRLBRLBRLBRL

120

+CTETPH 224JtaA7 2}Mafi7 7031281 DS

BRL sw8,r6 8081A 22-Mat47 27-Mar47 7031275 TG

Thir ltbororor! ftFod is not eoIU xlithoat an auhortted sigrroitw on the covr page .

+ Reportable Detection Limit BRL = Below Reporring Limit Page l l of 124

Sample ld€otificationM8F-3 2-4'sA595l7-03

Client Proiect #l0l-88

MatrixSoil

Collection Dat€/Tirnel9-Mar47 00r00

Received20-M^r-07

CAS Na Aulru(s) Fhc *RDL Dilulo', Mdhod Rel. Pnpared Addlyzed DatEh Atulfsr

Semivolrtile OrggDic Compolrnds by CC

Orqanocfilorine Pesticides SW846 8081A

Prepared by rnethod SW846 35508

319{4-€ E-BHC319457 b"BHC319-86{ d-BHC

58{Bs +BHC (Lindan6)

tl-74-9 Chlordan€72€4{ 4,,1-ODD (p,C)

?2.s5.9 A,+DDE (p,C)

5o-2s-3 4,4-DOT (p.p')

60-57-1 Oehrin95$!Xl{ EndGulfan I332133$9 Enalo€ulfan lllq3t{7+ Endo6ulhn Sulfab72-204 Enddn742143-4 EndrinAldehyde76414 Heptad or72435 Methoxydtlorl02a€7-3 tl€ptachlof Epoxide8t1o1.3.t2 ToxapfEne511)0-71-9 aql|ordan€5s66-3+7 g-Chlordanes3494705 E ldrh Ketrn€

Srrzog6l€ '€ooyr/bs--1 uae&a2 1,1,&Ociaf, @@biptenyl (Sr)

m51-243 @cdchlorobiph4nyl (St)

Polvdrlodnaled Biohenvls bv SW846 8082

Prepared by rnethod SW846 35508

1267411-2 Pcg 10161110+28-2 PCB lzl11r41n65 PCg 1232534&+21-s PCB 1242

12672-?34 PCB 1248i1097€$1 PCB 12541109€-82-5 PCB 12603ru423{ PCB 12621n0sr1-4 PcB .t268

St'rogEfe rgcovenbsirc38e8+z 4,4Dg-Ocdluorobipheni (Sr)

tu51-21-3 Decachbrobbhqnyl (Sr)

SelIivd.liL Orgsnic Cornlorf,ds by CCMS

BRLBRLBRLBRLBRLBRLBRLgRL

BRLBRLBRLBRLARL8RLBRLBRLBRLBRLBRLBRL8RL

4180

BRLBRLBRLBRLBRLBRLBRLBRLsRt

4070

BRL

BRLBRLaRrBRLBRLBRLBRL

l,gr'ko dry

USikS dry

lrgrkS dry

FS/kg dry

usl(g dD/