Prepared for: WoodnLadder Realty, LLC 38 Windswept Drive Colchester… · 2016-01-19 · Colchester, VT 05446 . Contacts: Ray & Claudette Bouffard . VT SMS Site #2005-3378 . December

GROUNDWATER MONITORING REPORT GEORGIA MARKET

962 ETHAN ALLEN HIGHWAY GEORGIA, VERMONT

Prepared for:

WoodnLadder Realty, LLC 38 Windswept Drive

Colchester, VT 05446 Contacts: Ray & Claudette Bouffard

VT SMS Site #2005-3378

December 17, 2014

Prepared by:

John Diego _____________________________ Principal

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Groundwater Monitoring Report 12/29/2014

TABLE OF CONTENTS

EXECUTIVE SUMMARY ............................................................................................................................. 1 1.0 INTRODUCTION & BACKGROUND ............................................................................................. 2

2.0 SCOPE OF WORK .............................................................................................................................. 2

3.0 GROUNDWATER SAMPLING ........................................................................................................ 3 3.1 GROUNDWATER ELEVATION AND FLOW DIRECTION ............................................................................ 3 3.2 GROUNDWATER SAMPLE COLLECTION ................................................................................................. 3

4.0 ANALYTICAL RESULTS .................................................................................................................. 4 4.1 GROUNDWATER RESULTS ....................................................................................................................... 4 4.2 QUALITY ASSURANCE / QUALITY CONTROL .......................................................................................... 5

5.0 FINDINGS & CONCLUSIONS.......................................................................................................... 5

6.0 RECOMMENDATIONS ..................................................................................................................... 5

ENCLOSURES

Figures

1 Site Location Map 2 Site Plan

Attachment 1 Laboratory Report

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EXECUTIVE SUMMARY

Mountain View Environmental Services (MVES) has prepared this groundwater

monitoring report, summarizing the November 2014 sampling event at Georgia Market on

Ethan Allen Highway in Georgia, Vermont (the Site), on behalf of WoodnLadder Realty,

LLC. Groundwater monitor wells were previously installed to monitor the contamination,

which appears to be from the previous underground storage tank (UST) system.

Groundwater contamination continues to exceed Vermont State standards in a single

monitor well and monitoring has been ongoing since 2005.

A groundwater sample was collected from the remaining on-Site groundwater

monitor well (MW-4) for laboratory analysis. Additionally, the road-box and asphalt

surrounding MW-4 were repaired directly after the sampling event.

Based on the previous monitoring events, groundwater flow direction has been

interpreted to be northeasterly. The results of the November 2014 sampling event show

groundwater contamination in well MW-4 continues to exceed the Vermont Groundwater

Enforcement Standards (VGES). The volatile organic compound (VOC) concentration in

MW-4 has decreased compared to the July 2012 results, but remains consistent with

concentrations reported in prior sampling events.

It does not appear that there is impact to any other receptors based on the available

data, which indicates contamination is limited to the vicinity of MW-4.

MVES recommends continuing groundwater monitoring of the on-Site well for

VOCs on biennial basis as previously suggested by the Vermont Site Management Section

(SMS). The next round of sampling of the remaining Site wells would then be scheduled

for July 2016.

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1.0 INTRODUCTION & BACKGROUND

MVES has prepared this groundwater monitoring report, summarizing the

November 2014 sampling event at Georgia Market, the Site, on behalf of WoodnLadder

Realty, LLC. The location of the Site is depicted on Figure 1, Site Location Map and

details of the Site are shown on Figure 2, the Site Plan.

The Site is occupied by Georgia Market, which includes a grocery store and deli

with retail petroleum (gasoline, diesel and kerosene) sales. Also on-Site are the Georgia

Post Office, a carwash, and game processing facility. The main building (grocery store) is

newly constructed in 2011, replacing the previous building built in 1971. The Site is

located in a mixed commercial/agricultural/residential area of Georgia, Vermont. Adjacent

properties include a campground, a farm, a kitchen shop and bicycle shop.

As recommended in a Phase I Environmental Site Assessment in 2005, subsurface

investigations were conducted, which led to the discovery of petroleum impacted soil and

groundwater. Groundwater monitor wells were installed to monitor the contamination,

which appears to be from the previous UST system. Groundwater contamination continues

to exceed VGES in a single monitor well and monitoring has been ongoing since 2005.

The State of Vermont Sites Management Section (SMS) presently requires

continued monitoring of the Site groundwater. Monitoring of the indoor air space of the

previous Post Office location had been discontinued.

2.0 SCOPE OF WORK

A groundwater sample was collected from the remaining on-Site groundwater

monitor well (MW-4) for laboratory analysis. Additionally, the road-box and asphalt

surrounding MW-4 were repaired directly after the sampling event.

The groundwater sample was submitted to AMRO Laboratories of Merrimack,

New Hampshire for laboratory analysis by US EPA Method 8260 for VOCs.

Following the completion of the above mentioned field work and upon receipt of

the analytical data, MVES prepared this summary report, including tabulated summaries of


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data; figures depicting groundwater flow direction and contaminant distribution; and

comparisons of historical data to the current data.

3.0 GROUNDWATER SAMPLING 3.1 Groundwater Elevation and Flow Direction

The groundwater elevation measured during the November 2014 event was 93.04

feet, referencing a temporary bench mark (elevation set at 100 feet). Based on the previous

data collected, the groundwater flow direction is interpreted to be northeasterly. Figure 2

shows assumed groundwater flow direction based on earlier work by others.

The following table, Table 1, depicts measurements collected in the field on

November 23, 2014. TABLE 1

Well Identification

Top of Casing Elevation (feet)

Total Depth of Well (feet)

Depth to Product (feet)

Depth to Water (feet)

Product Thickness

(feet)

Corrected Depth to

Water (feet)

Water Table Elevation (feet)

MW-4 98.79 10.76 ND 5.75 0.00 5.75 93.04 MW-6 DESTROYED MW-7 DAMAGED & ABANDONED MW-8 ABANDONED

Notes: 1. Values are referenced to a TBM at 100 feet, based on Verterre data. 2. NL - not located; NM - not measured; ND - not detected. 3. Data recorded are referenced to the highest point of the well casing. 4. Depth to water and product measurements were obtained with a water level meter.

3.2 Groundwater Sample Collection

Following depth to water measurement and prior to sample collection, well purging

was conducted using low stress purge methods. A YSI® Model 556 multi parameter meter

and Hach® turbidity meter were used to monitor water quality parameters during the purge

cycle. Following stable readings and the withdrawal of 3 gallons of purge water a

representative sample was collected from monitor well MW-4. Purge water was discharged

to the ground surface.

Sample glassware included 40 milliliter glass vials preserved with hydrochloric

acid. A duplicate (DUP) sample was collected for Quality Assurance/Quality Control

(QA/QC) purposes. The samples were stored on ice and relinquished to AMRO

Laboratories under chain-of-custody, for analysis of VOCs.


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4.0 ANALYTICAL RESULTS 4.1 Groundwater Results

The laboratory data received from AMRO Laboratories indicates petroleum

contamination exceeding the VGES in MW-4. The November 2014 results are

summarized in the following table, Table 2. Table 2

Sam

ple

Iden

tific

atio

n

Ben

zene

Tolu

ene

Ethy

lben

zene

Tota

l Xyl

enes

MTB

E

1,2,

4 Tr

imet

hylb

enze

ne

1,3,

5 Tr

imet

hylb

enze

ne

Nap

htha

lene

Tota

l Tar

get V

OC

s

MW-4 8.5 2.1 120 284 <5 510 120 180 1,225 DUP 8.7 2.1 120 295 <5 520 140 200 1,286

Concentration in µg/L VGES 5 1,000 700 10,000 40 350* 20 NE

Notes: 1. VGES - Vermont Groundwater Enforcement Standard; bold and italicized values exceed the VGES.

2. ND - not detected above method detection limits; NE - VGES not established. 3. MTBE - methyl-tertiary butyl ether. 4. DUP - duplicate sample collected from MW-4 for QA/QC. 5. Concentration is reported in units of µg/L - micrograms per liter - unless noted otherwise. 6. * Combined VGES value of 350 µg/L is used. Graphical depiction of contaminant trends over time for MW-4 is shown below.

Notes: 1. DTW – depth to water.

2. Screen – top and bottom of well screen.


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The complete laboratory report is provided as Attachment 1.

4.2 Quality Assurance / Quality Control

All laboratory data has been validated for the following parameters prior to

acceptance:

• Correct sample identification;

• Correct reporting limits;

• Analysis within the method specified

holding time;

• Acceptable detection limit

multipliers; and,

• Acceptable surrogate recoveries.

The Relative Percent Difference (RPD) for total VOCs detected in MW-4 and its

duplicate (labeled DUP) was calculated at 5%, which is within the acceptable limits (0-

20%). The laboratory report shows surrogate recoveries within acceptance limits for all

samples. Based on the QA/QC evaluation, the data is acceptable.

5.0 FINDINGS & CONCLUSIONS

MVES draws the following findings from the data collected during the November

2014 monitoring event as well as from historical data.

Groundwater flow direction has been interpreted to be northeasterly.

Groundwater contamination exceeding the VGES for benzene, 1,2,4 and 1,3,5-

trimethylbenzene and naphthalene was detected in MW-4, which is located at the

former gasoline UST location and southeast of the current tank pad and pump

island.

Based on the November 2014 monitoring event, groundwater contamination

beneath the Site exceeds the VGES. The VOC concentrations in MW-4 have shown a

declining trend when compared to the 2012 sampling event. It does not appear that there is


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impact to any other receptors based on the available data, which indicates contamination is

limited to the vicinity of MW-4 and the location of the former gasoline USTs.

6.0 RECOMMENDATIONS

MVES recommends continuing groundwater monitoring of the on-Site well, MW-

4, for VOCs on biennial basis as suggested by the VT SMS. The next round of sampling

of the remaining Site well would then be scheduled for July 2016.


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FIGURES

MOUNTAIN VIEW ENVIRONMENTAL SERVICES

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N

EW

S

SCALE: 1" = 1,000'

5001,000 2,0001,0000

SITE LOCATION MAP

FIGURE:CHECKED BY:

PREPARED BY:

GEORGIA, VERMONT

LEGGETTE, BRASHEARS & GRAHAM, INC.Professional Groundwater and Environmental Services

76 Pearl Street, Suite 203

Essex Junction, VT 05452

(802) 288-9600

FILE: DRAWN BY:Q:\Env Proj 2006\GM DID

L

GB

DATE: 11/16/061JRD

GEORGIA MARKET

962 ETHAN ALLEN HIGHWAY

SOURCE: United States Geological Survey 7.5 Minute Topographic

Map for the Milton, VT Quadrangle

COPYRIGHT (C) 2006, MAPTECH, INC. (978) 792-1000

SITE LOCATION

N

EW

S

SCALE: 1" = 1,000'

5001,000 2,0001,0000

SITE LOCATION MAP

FIGURE:CHECKED BY:

PREPARED BY:

GEORGIA, VERMONT

LEGGETTE, BRASHEARS & GRAHAM, INC.Professional Groundwater and Environmental Services

76 Pearl Street, Suite 203

Essex Junction, VT 05452

(802) 288-9600

FILE: DRAWN BY:Q:\Env Proj 2006\GM DID

L

GB

DATE: 11/16/061JRD

GEORGIA MARKET

962 ETHAN ALLEN HIGHWAY

SOURCE: United States Geological Survey 7.5 Minute Topographic

Map for the Milton, VT Quadrangle

COPYRIGHT (C) 2006, MAPTECH, INC. (978) 792-1000

SITE LOCATION

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0.1 4,514

NOTES Figure 2 Site Plan 0.10 0 0.05 0.10 Miles

WGS_1984_Web_Mercator_Auxiliary_Sphere © Vermont Center For Geographic Information

DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. VCGI and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor

THIS MAP IS NOT TO BE USED FOR NAVIGATION are any such warranties to be implied with respect to the data on this map.

Georgia Market

1: 3,160 December 19, 2014

Georgia Market Vermont Center for Geographic Information vermont.gov

LEGEND Airports Rail Lines Town Boundaries County Boundaries

Groundwater Flow DirectionAssumed

Monitor Well MW-4

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Attachment 1

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04-Dec-14Date:AMRO Environmental Laboratories Corp.

Project: Georgia MKTCLIENT: Mountain View Environmental Services

Lab Order: 1411065Work Order Sample Summary

Date Received: 11/25/2014

Lab Sample ID Client Sample ID Collection Date Collection Time

1411065-01A MW-4 11/23/2014 11:10 AM1411065-02A Dup 11/23/2014 12:00 PM

1

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DATA COMMENT PAGE

Organic Data Qualifiers

ND Indicates compound was analyzed for, but not detected at or above the reporting limit.

J Indicates an estimated value. This flag is used either when estimating a concentration for tentatively identified compounds where a 1:1 response is assumed, or when the data indicates the presence of a compound that meets the identification criteria but the result is less than the sample quantitation limit but greater than the method detection limit.

H Method prescribed holding time exceeded.

E This flag identifies compounds whose concentrations exceed the calibration range of the instrument for that specific analysis.

B This flag is used when the analyte is found in the associated blank as well as in the sample.

R RPD outside accepted recovery limits

RL Reporting limit; defined as the lowest concentration the laboratory can accurately quantitate.

S Spike Recovery outside accepted recovery limits.

# See Case Narrative

Q RPD between signal 1 and signal 2 >40%.

Micro Data Qualifiers

TNTC Too numerous to count

Inorganic Data Qualifiers

ND or U Indicates element was analyzed for, but not detected at or above the reporting limit.

J Indicates a value greater than or equal to the method detection limit, but less than the quantitation limit.

H Indicates analytical holding time exceedance.

B Indicates that the analyte is found in the associated blank, as well as in the sample.

MSA Indicates value determined by the Method of Standard Addition

+ Indicates the correlation coefficient for the Method of Standard Addition is less than 0.995

E This flag identifies compounds whose concentrations exceed the calibration range of the instrument for that specific analysis.

R RPD outside accepted recovery limits

RL Reporting limit; defined as the lowest concentration the laboratory can accurately quantitate.

S Spike Recovery outside accepted recovery limits.

PS The analyte was below the Reporting Limit but has significant matrix interference as noted by the poor recovery of the Post Digestion Spike.

# See Case Narrative

* MCL Exceeded

Report Comments:1. Soil, sediment and sludge sample results are reported on a "dry weight" basis.2. Reporting limits are adjusted for sample size used, dilutions and moisture content, if applicable.


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Project: Georgia MKT

Client Sample ID: MW-4Collection Date: 11/23/2014 11:10:00 AM

Matrix: AQUEOUS

Analyses Result Qual Units Date AnalyzedRL

CLIENT: Mountain View Environmental ServicesLab Order: 1411065

Lab ID: 1411065-01A

DF

AMRO Environmental Laboratories Corp. Date: 04-Dec-14

EPA 8260C VOLATILES BY GC/MS SW8260C Analyst: DH

Dichlorodifluoromethane 12/2/2014 6:57:00 PM5.0 µg/L 1NDChloromethane 12/2/2014 6:57:00 PM5.0 µg/L 1NDVinyl chloride 12/2/2014 6:57:00 PM2.0 µg/L 1NDChloroethane 12/2/2014 6:57:00 PM5.0 µg/L 1NDBromomethane 12/2/2014 6:57:00 PM2.0 µg/L 1NDTrichlorofluoromethane 12/2/2014 6:57:00 PM2.0 µg/L 1NDDiethyl ether 12/2/2014 6:57:00 PM5.0 µg/L 1NDAcetone 12/2/2014 6:57:00 PM10 µg/L 1ND1,1-Dichloroethene 12/2/2014 6:57:00 PM1.0 µg/L 1NDCarbon disulfide 12/2/2014 6:57:00 PM2.0 µg/L 1NDMethylene chloride 12/2/2014 6:57:00 PM5.0 µg/L 1NDMethyl tert-butyl ether 12/2/2014 6:57:00 PM2.0 µg/L 1NDtrans-1,2-Dichloroethene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,1-Dichloroethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND2-Butanone 12/2/2014 6:57:00 PM10 µg/L 1ND2,2-Dichloropropane 12/2/2014 6:57:00 PM2.0 µg/L 1NDcis-1,2-Dichloroethene 12/2/2014 6:57:00 PM2.0 µg/L 1NDChloroform 12/2/2014 6:57:00 PM2.0 µg/L 1NDTetrahydrofuran 12/2/2014 6:57:00 PM10 µg/L 1NDBromochloromethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,1,1-Trichloroethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,1-Dichloropropene 12/2/2014 6:57:00 PM2.0 µg/L 1NDCarbon tetrachloride 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2-Dichloroethane 12/2/2014 6:57:00 PM2.0 µg/L 1NDBenzene 12/2/2014 6:57:00 PM1.0 µg/L 18.5Trichloroethene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2-Dichloropropane 12/2/2014 6:57:00 PM2.0 µg/L 1NDBromodichloromethane 12/2/2014 6:57:00 PM2.0 µg/L 1NDDibromomethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND4-Methyl-2-pentanone 12/2/2014 6:57:00 PM10 µg/L 1NDcis-1,3-Dichloropropene 12/2/2014 6:57:00 PM1.0 µg/L 1NDToluene 12/2/2014 6:57:00 PM2.0 µg/L 12.1trans-1,3-Dichloropropene 12/2/2014 6:57:00 PM1.0 µg/L 1ND1,1,2-Trichloroethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2-Dibromoethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND2-Hexanone 12/2/2014 6:57:00 PM10 µg/L 1ND1,3-Dichloropropane 12/2/2014 6:57:00 PM2.0 µg/L 1NDTetrachloroethene 12/2/2014 6:57:00 PM2.0 µg/L 1NDDibromochloromethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND


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Client Sample ID: MW-4Collection Date: 11/23/2014 11:10:00 AM

Matrix: AQUEOUS



Lab ID: 1411065-01A

DF


Chlorobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,1,1,2-Tetrachloroethane 12/2/2014 6:57:00 PM2.0 µg/L 1NDEthylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1120m,p-Xylene 12/2/2014 6:57:00 PM2.0 µg/L 1280o-Xylene 12/2/2014 6:57:00 PM2.0 µg/L 14.4Styrene 12/2/2014 6:57:00 PM2.0 µg/L 1NDBromoform 12/2/2014 6:57:00 PM2.0 µg/L 1NDIsopropylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1231,1,2,2-Tetrachloroethane 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2,3-Trichloropropane 12/2/2014 6:57:00 PM2.0 µg/L 1NDBromobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1NDn-Propylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1392-Chlorotoluene 12/2/2014 6:57:00 PM2.0 µg/L 1ND4-Chlorotoluene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,3,5-Trimethylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1120tert-Butylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2,4-Trimethylbenzene 12/3/2014 6:11:00 PM20 µg/L 10510sec-Butylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1104-Isopropyltoluene 12/2/2014 6:57:00 PM2.0 µg/L 19.01,3-Dichlorobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,4-Dichlorobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1NDn-Butylbenzene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2-Dichlorobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1ND1,2-Dibromo-3-chloropropane 12/2/2014 6:57:00 PM5.0 µg/L 1ND1,2,4-Trichlorobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1NDHexachlorobutadiene 12/2/2014 6:57:00 PM2.0 µg/L 1NDNaphthalene 12/2/2014 6:57:00 PM5.0 µg/L 11801,2,3-Trichlorobenzene 12/2/2014 6:57:00 PM2.0 µg/L 1ND Surr: Dibromofluoromethane 12/2/2014 6:57:00 PM68-122 %REC 198.8 Surr: 1,2-Dichloroethane-d4 12/2/2014 6:57:00 PM74-124 %REC 1103 Surr: Toluene-d8 12/2/2014 6:57:00 PM69-121 %REC 1105 Surr: 4-Bromofluorobenzene 12/2/2014 6:57:00 PM62-129 %REC 195.9


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Client Sample ID: DupCollection Date: 11/23/2014 12:00:00 PM

Matrix: AQUEOUS



Lab ID: 1411065-02A

DF


EPA 8260C VOLATILES BY GC/MS SW8260C Analyst: DH

Dichlorodifluoromethane 12/2/2014 7:31:00 PM5.0 µg/L 1NDChloromethane 12/2/2014 7:31:00 PM5.0 µg/L 1NDVinyl chloride 12/2/2014 7:31:00 PM2.0 µg/L 1NDChloroethane 12/2/2014 7:31:00 PM5.0 µg/L 1NDBromomethane 12/2/2014 7:31:00 PM2.0 µg/L 1NDTrichlorofluoromethane 12/2/2014 7:31:00 PM2.0 µg/L 1NDDiethyl ether 12/2/2014 7:31:00 PM5.0 µg/L 1NDAcetone 12/2/2014 7:31:00 PM10 µg/L 1ND1,1-Dichloroethene 12/2/2014 7:31:00 PM1.0 µg/L 1NDCarbon disulfide 12/2/2014 7:31:00 PM2.0 µg/L 1NDMethylene chloride 12/2/2014 7:31:00 PM5.0 µg/L 1NDMethyl tert-butyl ether 12/2/2014 7:31:00 PM2.0 µg/L 1NDtrans-1,2-Dichloroethene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,1-Dichloroethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND2-Butanone 12/2/2014 7:31:00 PM10 µg/L 1ND2,2-Dichloropropane 12/2/2014 7:31:00 PM2.0 µg/L 1NDcis-1,2-Dichloroethene 12/2/2014 7:31:00 PM2.0 µg/L 1NDChloroform 12/2/2014 7:31:00 PM2.0 µg/L 1NDTetrahydrofuran 12/2/2014 7:31:00 PM10 µg/L 1NDBromochloromethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,1,1-Trichloroethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,1-Dichloropropene 12/2/2014 7:31:00 PM2.0 µg/L 1NDCarbon tetrachloride 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2-Dichloroethane 12/2/2014 7:31:00 PM2.0 µg/L 1NDBenzene 12/2/2014 7:31:00 PM1.0 µg/L 18.7Trichloroethene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2-Dichloropropane 12/2/2014 7:31:00 PM2.0 µg/L 1NDBromodichloromethane 12/2/2014 7:31:00 PM2.0 µg/L 1NDDibromomethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND4-Methyl-2-pentanone 12/2/2014 7:31:00 PM10 µg/L 1NDcis-1,3-Dichloropropene 12/2/2014 7:31:00 PM1.0 µg/L 1NDToluene 12/2/2014 7:31:00 PM2.0 µg/L 12.1trans-1,3-Dichloropropene 12/2/2014 7:31:00 PM1.0 µg/L 1ND1,1,2-Trichloroethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2-Dibromoethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND2-Hexanone 12/2/2014 7:31:00 PM10 µg/L 1ND1,3-Dichloropropane 12/2/2014 7:31:00 PM2.0 µg/L 1NDTetrachloroethene 12/2/2014 7:31:00 PM2.0 µg/L 1NDDibromochloromethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND


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Client Sample ID: DupCollection Date: 11/23/2014 12:00:00 PM

Matrix: AQUEOUS



Lab ID: 1411065-02A

DF


Chlorobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,1,1,2-Tetrachloroethane 12/2/2014 7:31:00 PM2.0 µg/L 1NDEthylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1120m,p-Xylene 12/2/2014 7:31:00 PM2.0 µg/L 1290o-Xylene 12/2/2014 7:31:00 PM2.0 µg/L 14.6Styrene 12/2/2014 7:31:00 PM2.0 µg/L 1NDBromoform 12/2/2014 7:31:00 PM2.0 µg/L 1NDIsopropylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1261,1,2,2-Tetrachloroethane 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2,3-Trichloropropane 12/2/2014 7:31:00 PM2.0 µg/L 1NDBromobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1NDn-Propylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1442-Chlorotoluene 12/2/2014 7:31:00 PM2.0 µg/L 1ND4-Chlorotoluene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,3,5-Trimethylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1140tert-Butylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2,4-Trimethylbenzene 12/3/2014 6:46:00 PM20 µg/L 10520sec-Butylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1124-Isopropyltoluene 12/2/2014 7:31:00 PM2.0 µg/L 1111,3-Dichlorobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,4-Dichlorobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1NDn-Butylbenzene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2-Dichlorobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1ND1,2-Dibromo-3-chloropropane 12/2/2014 7:31:00 PM5.0 µg/L 1ND1,2,4-Trichlorobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1NDHexachlorobutadiene 12/2/2014 7:31:00 PM2.0 µg/L 1NDNaphthalene 12/2/2014 7:31:00 PM5.0 µg/L 12001,2,3-Trichlorobenzene 12/2/2014 7:31:00 PM2.0 µg/L 1ND Surr: Dibromofluoromethane 12/2/2014 7:31:00 PM68-122 %REC 198.3 Surr: 1,2-Dichloroethane-d4 12/2/2014 7:31:00 PM74-124 %REC 196.6 Surr: Toluene-d8 12/2/2014 7:31:00 PM69-121 %REC 1103 Surr: 4-Bromofluorobenzene 12/2/2014 7:31:00 PM62-129 %REC 198.5


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Documents

Prepared for: WoodnLadder Realty, LLC 38 Windswept Drive Colchester… · 2016-01-19 · Colchester, VT 05446 . Contacts: Ray & Claudette Bouffard . VT SMS Site #2005-3378 . December