RA-6738_33892_CA_RPTS_20210113_MRP

609A Piner Road, Suite 115
Wilmington, North Carolina 28409
Telephone [phone]
Fax [phone]
www.atcgroupservices.com

January 13, 2021

Mr. Sean Patrick
North Carolina Department of Environmental Quality
Raleigh Regional Office
Division of Waste Management - UST Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628

Re: Groundwater Monitoring Report
Circle K Store #2723471
4940 U.S. Highway 264 West
Wilson, Wilson County, North Carolina
NCDEQ Incident No. 33892
NCDEQ Risk Classification: H155A

Dear Mr. Patrick:

ATC Associates of North Carolina, P.C. (ATC), on behalf of Circle K Stores, Inc., is submitting this
Groundwater Monitoring Report to document the recent groundwater sampling event.

If you have any questions or require additional information, please contact our office at [phone].

Sincerely,
ATC Associates of North Carolina, P.C.

Maureen Jackson, P.G.
Senior Project Manager

cc: Mr. Alan Cubberley, Circle K Stores, Inc.

Groundwater Monitoring Report
Circle K Store #2723471
4940 Raleigh Road Parkway
Wilson, North Carolina
January 13, 2021

Site Identification

1. Site Identification
Date of Report: January 13, 2021
Facility I.D.: 0-035356 UST Incident Number (if known): 33892
Site Risk: __High________ Site Rank: 155A Land Use Category: Residential
Site Name: Circle K Store #2723471
Site Street Address: 4940 U.S. Highway 264 West
City/Town: Wilson Zip Code: 27896 County: Wilson
Description of Geographical Data Point: Onsite Building________
Location Method: Google Earth______________ ___________ __ _
Latitude (decimal degrees): _35°45’48.54” N_ Longitude (decimal degrees): __78°00’01.05” W ____

2. Information about Contacts Associated with the Leaking UST System
UST Owner: Circle K Stores, Inc.
Address: 1100 Situs Court, Suite 100 Raleigh, North Carolina 27606 Tel.: [phone]
UST Operator: _Circle K Stores, Inc.
Address: 1100 Situs Court, Suite 100 Raleigh, North Carolina 27606 Tel.: [phone]
Property Owner: Circle K Stores, Inc.
Address: 1100 Situs Court, Suite 100 Raleigh, North Caorlina 27606 Tel.: [phone]
Property Occupant: Circle K Store #2723471
Address: 4940 Raleigh Road Parkway Wilson, North Carolina 27896 Tel.: [phone]
Consultant/Contractor: ATC Associates of North Carolina, P.C.
Address: 609A Piner Road, Suite 115 Wilmington, North Carolina 28409 Tel.: [phone]
Analytical Laboratory: __SGS North America, Inc.__State Certification No.__487 __ _
Address: 500 Ambassador Caffery Scott, Louisiana 70583 Tel: _337-237-4775

3. Information about Release
Date Discovered: February 7, 2013
Estimated Quantity of Release: Unknown
Cause of Release: UST system operations
Source of Release (Dispenser/Piping/UST): Product Line Piping
Sizes and contents of UST system(s) from which the release occurred:
Two 15,000-gallon diesel USTs, one 15,000-gallon gasoline UST, one 12,000-gallon gasoline UST,
and one 10,000-gallon kerosene UST.

Criteria Used to Classify Risk: Drinking water well within 1,000 feet of release and surface water
within 500 feet of release.

4. Information about the Monitoring Report
Date(s) of Groundwater Monitoring/Soil Sampling Event(s): October 21, 2020
Period of Time Reported: April 1, 2020 through December 31, 2020
Type of Monitoring Report: Semi-Annual Groundwater Monitoring

TABLE OF CONTENTS
1.0 INTRODUCTION.......................................................................................................1
2.0 EXECUTIVE SUMMARY ........................................................................................1
3.0 SITE HISTORY ..........................................................................................................2
4.0 FREE PRODUCT RECOVERY ...............................................................................5
5.0 GROUNDWATER MONITORING .........................................................................5
5.1 Geology and Hydrogeology .................................................................................5
5.2 Biosock Installation and Maintenance .................................................................6
5.3 Groundwater Elevations .......................................................................................6
5.4 Groundwater Analytical Results ..........................................................................6
5.5 Water Supply Well Sampling ..............................................................................7
6.0 MONITORING PLAN AND SCHEDULE ..............................................................7
7.0 CONCLUSIONS .........................................................................................................8
8.0 STATEMENTS AND CERTIFICATION ................................................................9

TABLES

Table 1 UST System Information
Table 2 Adjacent Property Owner Information
Table 3 Water Supply Well Information
Table 4 Monitoring Well Construction Details
Table 5 Groundwater Elevations and Historical Data
Table 6 Current Groundwater Analytical Results
Table 7 Historical Groundwater Analytical Results
Table 8 Select Natural Attenuation Measurements
Table 9 Water Supply Well Analytical Results

FIGURES

Figure 1 USGS Topographic Map
Figure 2 Site Map
Figure 3 Site Vicinity Map
Figure 4 Groundwater Elevation Contour Map
Figure 5 Contaminants of Concern – 2L Exceedances
Figure 6 DW-1: Dissolved MTBE Concentrations versus Depth to Water Through
Time

APPENDICES

Appendix A Historical Soil Analytical Data and Soil Sample Location Map
Appendix B Geologic Transect and Cross-Section Maps (2015)
Appendix C Historical Groundwater Elevation Contour Maps
Appendix D Laboratory Analytical Results

Monitoring Report January 13, 2021
NCDEQ Incident No.33892
Page 1

1.0 INTRODUCTION
ATC Associates of North Carolina, P.C. (ATC), on behalf of Circle K Stores, Inc. (Circle K), is
submitting this monitoring report for the Circle K Store #2723471 facility located at 4940 U.S.
Highway 264 West, Wilson, Wilson County, North Carolina (Incident #33892). Currently, the
site is an active convenience store and retail fuel outlet. A site topographic map is presented as
Figure 1 and site map is presented as Figure 2. UST owner/operator and system information is
included in Table 1.

2.0 EXECUTIVE SUMMARY
The presence of petroleum-related impacts to soil, above Soil-to-Groundwater Maximum
Contaminant Concentrations (STGW-MSCCs), were identified in soil samples SD-10 and
SK-30. Soil sample SD-10 was collected near the gasoline dispenser islands and soil sample
SK-30 was located near the kerosene product line. It should be noted petroleum-related impacts
to soil were not identified above the applicable Residential MSCCs. Horizontally, the extent of
impacted soil is in the vicinity of the gasoline dispenser area and the kerosene product line.
Vertically, impacted soil extends to the water table. Historical soil analytical data along with a
map depicting the locations of the soil samples are provided in Appendix A.

Overall, a dissolved isopropylbenzene concentration in the groundwater sample collected from
monitoring well MW-3 has been identified above applicable standards. As a consequence of the
assessment activities conducted at the facility, the horizontal and vertical extents of dissolved
petroleum hydrocarbon concentrations have been reasonably defined and are limited to the
vicinity of monitoring well MW-3. Based on the most current groundwater analytical data, it
appears dissolved contaminant compound concentrations in monitoring wells MW-3 and DW-1
continue to decrease at the site. A geologic transect and geologic cross-sections with the March
2015 analytical data are included in Appendix B.

3.0 SITE HISTORY
On February 17, 2009, the North Carolina Department of Environmental Quality (NCDEQ)
conducted a compliance inspection at the facility. On February 18, 2009, NCDEQ issued a
Notice of Violation (NOV) for the site as the premium gasoline underground storage tank (UST)

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 2
was not in compliance with current NC UST regulations. In the NOV, the following violations
were noted: premium UST did not have any spill protection, failure to report a suspected release,
and failure to investigate a suspected release.

In response to the NOV, ATC personnel initiated site check activities. As part of the site check
activities, a soil boring (SB-1) was collected near the premium gasoline UST fill port. The soil
analytical data did not detect total petroleum hydrocarbons (TPH) – gasoline range organics
(GRO) above the established NCDEQ Action Level of 10 milligrams per kilogram (mg/kg). A
Site Check Report was submitted to NCDEQ on July 9, 2009.

In response to the findings presented in the Site Check Report, NCDEQ issued a Notice of
Regulatory Requirements (NORR) on November 16, 2009, requesting a site check addendum.
On January 20, 2010, ATC supervised the installation of monitoring well MW-1. Subsequently,
a groundwater sample was collected from well MW-1. Groundwater analytical results of the
groundwater sample collected from monitoring well MW-1 indicated dissolved target compound
concentrations exceeding established 2L Standards.

On September 8, 2010, based on the laboratory analytical results of the groundwater sample,
NCDEQ issued a Notice of Regulatory Requirements (NORR) requesting a limited site check in
the area of the diesel and kerosene UST systems. ATC advanced forty-seven soil borings at
various locations around the site. Laboratory analytical results of the soil samples detected
TPH-diesel range organics (DRO) above the established action level in several of the soil
samples. A second monitoring well, MW-2, was installed at the site adjacent to the diesel
dispensers. Laboratory analytical results of the groundwater sample collected from monitoring
well MW-2 did not detect dissolved target compound concentrations above established 2L
Standards. A receptor survey was completed during this time and two potable water supply wells
(one active and one inactive) were identified within 1,500 feet of the site. A Site Check and
Receptor Survey Report was submitted to NCDEQ on January 3, 2011.

During May 2011, The Pantry installed spill containment sumps at eight of the twelve gasoline
dispenser islands. During these activities, petroleum staining and odor was detected in the soil.

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 3
Between May and June 2011, as part of initial abatement activities, approximately 35.89 tons of
petroleum-impacted soil was excavated from the site for off-site disposal. Laboratory analytical
results of soil samples detected TPH-DRO and TPH-GRO above the action level for several of
the soil samples.

During February 2013, The Pantry conducted gasoline piping replacement at six of the gasoline
dispensers located on the eastern portion of the property. During these activities, petroleum
staining and odor was detected in the soil. As part of initial abatement activities, approximately
200 tons of petroleum-impacted soil was excavated from the site for off-site disposal.
Laboratory analytical results of soil samples detected TPH-GRO and TPH-GRO above the action
level for several of the soil samples. Based on the soil analytical results, a Phase I LSA was
initiated.

As part of LSA activities, three monitoring wells were installed and subsequently sampled. Free
product was measured in monitoring well MW-3 at a thickness of 0.58 feet. Laboratory
analytical results of the groundwater samples collected from the remaining wells detected
dissolved target compound concentrations in exceedance of 2L Standards. ATC also conducted a
receptor survey which identified one water supply well within 1,000 feet of the site. The well,
PW-1, is located approximately 550 feet southwest of the site and is used for drinking purposes.
Based on a “high risk” classification of the site, ATC recommended the completion of a
Comprehensive Site Assessment (CSA).

CSA activities were conducted at the site in February 2015. During CSA activities, six
monitoring wells were advanced to delineate impacted groundwater at the site, a comprehensive
sampling event was conducted, and slug testing was performed to determine aquifer
characteristics. Based on laboratory analytical results, dissolved target compound concentrations
exceeding 2L Standards were observed in several monitoring wells. A CSA Report was
submitted to NCDEQ on May 8, 2015.

On August 3, 2015, NCDEQ issued a NORR for deficiencies noted in the CSA report: soil
contaminated was not delineated using risk-based analytical parameters and the vertical

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 4
delineation of petroleum-impacted groundwater above 2L Standards was not completed. An
Initial Pre-Corrective Action Plan (CAP) Monitoring Report was submitted to NCDEQ on
February 17, 2016.

Since February 2016, Aggressive Fluid Vapor Recovery (AFVR) events have been performed on
monitoring well MW-3 to address the presence of free product at the site and semi-annual
groundwater sampling events have been performed. Biosocks have been installed and
maintained in select wells to assist with natural attenuation activities.

A site check was performed at the site during September 2019 to address the source of the free
product in monitoring well MW-3. A Site Check Report was submitted to NCDEQ on
November 4, 2019.

The site and surrounding area is classified by Wilson County as Business. Properties beyond the
site are mainly gas stations, restaurants, and hotels. Adjacent property owner information is
included as Table 2. Figure 3 presents a map depicting the surrounding area.

During previous assessment activities, two water supply wells were identified within 1,500 feet
of the subject facility. One water supply well, PW-1, is located approximately 550 feet
southwest of the site and is used for potable purposes. The second water supply well is located
1,500 feet southwest of the site and is currently not in use. Water supply information is
summarized in Table 3 and depicted on Figure 3.

Public water supplies in the area are provided by the City of Wilson. The City of Wilson obtains
its water from two sources, Contentnea Creek and Toisnot Reservoir. Contentnea Creek water is
stored in Buckhorn Lake and the downstream Wiggins Mill Reservoir. The Toisnot Reservoir is
supplied by the upgradient Lake Wilson.

This report documents the results of a groundwater sampling event.

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 5
4.0 FREE PRODUCT RECOVERY
Free product recovery activities were not conducted during this report period.

5.0 GROUNDWATER MONITORING
5.1 Geology and Hydrogeology
According to the Geologic Map of North Carolina (1985), the site is located within the Coastal
Plain Physiographic Region of North Carolina. More specifically, the site is underlain by the
Yorktown Formation and Duplin Formation, undivided. The Yorktown Formation is
characterized by fossiliferous clay with varying amounts of fine grained, bluish gray, shell
material concentrated in lenses. The Duplin Formation is characterized by shelly, medium to
coarse grained sand, sandy marl, and limestone and is also bluish gray. It appears the surficial
aquifer extends to a depth of 20 feet below ground surface (bgs), the Yorktown aquifer extended
approximately 20 to 40 feet bgs, and the Upper Cape Fear aquifer extends from 40 to 80 feet bgs.

According to the Soil Survey of Wilson County, North Carolina, prepared by the United States
Department of Agriculture Soil Conservation Service, the site lies within the Norfolk loamy sand
complex, the Rains sandy loam complex, and the Tatus loam complex. The Norfolk loamy sand
complex is classified by 2 to 6 percent slopes, well drained, moderately high to high capacity to
transmit water, and originates from loamy marine deposits. The Rains sandy loam complex is
classified by 0 to 2 percent slopes, poorly drained, moderately high to high capacity to transmit
water, and originates from loamy marine deposits. Finally, the Tatum loam complex is classified
by 2 to 6 percent slopes, well drained, very low to high capacity to transmit water, and originates
from residuum of weathered metavolcanics and/or argillite.

Groundwater movement in the upper portion of the surficial aquifer appears to flow in a
northeastern direction across the site. Based on available groundwater data, it appears there is a
slight vertical head difference between the shallow and deep monitoring well, which suggest that
a vertical exchange of groundwater may occur between the upper and lower portions of the
surficial aquifer.

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 6
As part of the CSA, ATC performed a slug test using monitoring wells MW-7, MW-9, and
DW-1. Based on the slug test results, the average hydraulic conductivity at the site was
calculated at approximately 0.8261 feet per day.

5.2 Biosock Installation and Maintenance
Biosocks were removed from wells MW-1 and DW-1 during the groundwater sampling event.
New biosocks were not installed.

5.3 Groundwater Elevations
On October 21, 2020, ATC collected static water level measurements from monitoring wells
MW-1, MW-2, MW-3, MW-5, MW-6, and DW-1. Depths to water measurements were
collected using an electronic oil/water interface probe. The groundwater depths were converted to
relative elevations using an assumed datum of 100 feet relative to an arbitrary on-site benchmark.
Monitoring well construction details are included in Table 4. Current and historical groundwater
elevation data are included in Table 5. A groundwater elevation contour map based on the October
2020 static water level data is included as Figure 4. Based on the recent groundwater level
measurements, groundwater flow appears to be toward the north/northwest. Historical groundwater
flow maps are provided in Appendix C.

5.4 Groundwater Analytical Results
On October 21, 2020, groundwater samples were collected from monitoring wells MW-1,
MW-2, MW-3, MW-5, MW-6, and DW-1. Groundwater samples were collected into
laboratory-approved containers, packed in ice and delivered under chain-of-custody to SGS
North America (SGS) in Scott, Louisiana, for analyses. Groundwater samples were analyzed for
volatile organic compounds (VOCs) via EPA Method 6200B including methyl tertiary-butyl
ether (MTBE) and isopropyl ether (IPE). A summary of the recent groundwater analytical data is
presented in Table 6 and a historical summary of groundwater analytical data is presented in
Table 7. Select natural attenuation measurements are provided in Table 8.

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 7
The laboratory analytical results from the October 2020 sampling event detected a dissolved
isopropylbenzene concentration above its established 2B Surface Water Standard times ten in the
groundwater sample collected from monitoring well MW-3.

Other dissolved target compound concentrations were detected above laboratory method
detection limits (MDLs) in the groundwater samples collected from monitoring wells MW-1,
MW-2, MW-3, MW-5, and DW-1; however, these concentrations were below the established ten
times the 2B Surface Water Standards. It should be noted some of the dissolved target
compound concentrations were detected above established 2L Standards in the groundwater
samples collected from monitoring wells MW-1, MW-2, MW-3, and DW-1.

Dissolved contaminants of concern, exceeding 2L Standards, are included as Figure 5. It appears
dissolved target compound concentrations in the groundwater samples from the monitoring wells
being sampled are decreasing through time. A groundwater concentration trend plot for dissolved
MTBE concentrations versus depth to water for monitoring well DW-1 is included as Figure 6. A
copy of the laboratory analytical report is included as Appendix D.

5.5 Water Supply Well Sampling
On October 21, 2020, ATC personnel sampled the active water supply well (labeled PW-1)
located at 4957 Raleigh Road Parkway. The approximate location of the water supply well is
provided in Figure 3. Prior to the collection of the sample, a spigot located at the front of the
residence was allowed to run for approximately 10 minutes. The sample was collected into
laboratory-approved containers, packed in ice and delivered under chain-of-custody to SGS in
Scott, Louisiana, and submitted for chemical analysis by EPA Method 6200B. The laboratory
analytical results did not detect target compound concentrations above the laboratory method
detection limits (MDLs). Water supply well analytical data is included in Table 9. A copy of the
laboratory analytical report is included in Appendix D.

6.0 MONITORING PLAN AND SCHEDULE
The next semi-annual groundwater sample event will be scheduled for April 2021.

Monitoring Report January 13, 2021
NCDEQ Incident No. 33892

Page 8
7.0 CONCLUSIONS
ATC has performed a groundwater sampling event at the Circle K Store #2723471 located in
Wilson, North Carolina. Based on field activities, observations, and groundwater analytical
results, ATC concludes the following:
 Depth to groundwater measurements ranged from 4.24 feet to 8.80 feet below ground surface
MW-3 and MW-6, respectively. Based on information obtained during the October 2020
sampling event, groundwater appears to flow across the site in a north/northwesterly
direction;
 Free phase product was not detected in monitoring well MW-3 during the report period;
 Biosocks were removed from monitoring wells MW-1 and DW-1 and new biosocks were not
installed;
 Based on historical soil analytical data, it appears soil above Residential MSCCs is not
present at the facility. Horizontally, the extent of impacted soil is in the vicinity of the
gasoline dispenser area and the kerosene product line. Vertically, impacted soil extends to
the water table;
 Laboratory analytical results of a groundwater sample collected from water supply well PW-1
did not detect dissolved target compound concentrations above laboratory method detection
limits;
 The laboratory analytical results from the October 2020 sampling event detected a dissolved
isopropylbenzene concentration above its established 2B Surface Water Standard times ten in
the groundwater sample collected from monitoring well MW-3;
 Other dissolved target compound concentrations were detected at the site above 2L Standards
but below ten times 2B Standards; and,
 Based on the most recent groundwater analytical data, it is appears dissolved target compound
concentrations continue to decrease at the site.

The next semi-annual groundwater sample event will be scheduled for April 2021.

TABLES
TABLE 1
UST SYSTEM INFORMATION
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
UST ID
Number Product Capacity
(gallons)Date Installed Date taken out of
Use
Date
Permanently
Closed
Was Release
Associated With
UST System?
1 Gasoline 15,000 12/18/1996 Currently in Use Not Applicable Unknown
2 Gasoline 12,000 12/18/1996 Currently in Use Not Applicable Unknown
3 Kerosene 10,000 12/18/1996 Currently in Use Not Applicable Unknown
4 Diesel 15,000 12/18/1996 Currently in Use Not Applicable Unknown
5 Diesel 15,000 12/18/1996 Currently in Use Not Applicable Unknown
Facility ID
No.
Owner or
Operator?
0-035356 Owner/Operator
Name of Owner or Operator Dates of Ownership / Operation
Circle K Stores, Inc.2001 to Present
Raleigh, North Carolina 27606
Address Telephone Number
1100 Situs Court Suite 100 [phone]
TABLE 2
ADJACENT PROPERTY OWNER INFORMATION
CIRCLE K STORE #2723471
4940 US HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
Parcel Identification Number
Zoning Classification
Observed Land Use
Site
Pantry #3471 Circle K Stores, Inc.2793-64-5554
4940 Raleigh Road Parkway 1100 Situs Court, Suite 100 Business District
Wilson, North Carolina Raleigh, North Carolina 27606 Kangaroo Convenience Store
North
Wetlands Not Applicable Bloomery Swamp
West of the Site
Undeveloped Lot Virginia Hayes Lamm 2793-64-0760
4957 Raleigh Road Parkway No Zoning Classification
Wilson, North Carolina 27896 Undeveloped
East of the Site
Citgo/Subway Circle K Stores, Inc.2793-64-8324
4934 Raleigh Road Parkway 1100 Situs Court, Suite 100 Business District
Wilson, North Carolina Raleigh, North Carolina 27606 Convenience Gas Station
South of the Site (Across Raleigh Road Parkway)
K Mart #2 Rose Oil Company 2793-63-4899
4945 Raleigh Road Parkway 613 US Hwy 158 Bypass Business District
Wilson, North Carolina Henderson, North Carolina 27537 Shell Convience Store
Quality Inn Nistha, LLC 2793-63-6517
4941 Raleigh Road Parkway 4941 Raleigh Road Parkway Business District
Wilson, North Carolina Wilson, North Carolina 27896 Hotel/Motel
Aunt Sarah's Pancake House DVM Services Realty LLC 2793-63-7845
4935 Raleigh Road Parkway 5547 Packhouse Road Business District
Wilson, North Carolina Wilson, North Carolina 27896-7913 Restaurant

Property Location and Address Owner's Name and Address
TABLE 3
WATER SUPPLY WELL INFORMATION
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
Well ID
Last 6
digits of
PIN
Property Owner and Address Property Address Property Use/Tenant Well Use
Distance
from
Source
(feet)
Connected to
Municipal
Water
Virginia Hayes
4957 Raleigh Road Parkway
Wilson, NC
PW-2 74-7531 Beulah and Hazel Finch
5730 Lamm Road Wilson, NC Raleigh Road Parkway
Agricultural with
Abandoned/Delapitated
Residence
Not used due to
abandoned
house
1,500 No
Location of water supply well PW-1 can be referenced on Figure 3.
PW-1 4957 Raleigh Road
Parkway Residential Drinking 550 No41-5379
TABLE 4
MONITORING WELL CONSTRUCTION DETAILS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
Monitoring
Well ID
Date of
Construction
Well
Diameter
(inches)
Screen
Slot Size
(inches)
Total Well
Depth (ft)
Screen
Interval
(feet)Comments
MW-1 1/20/2010 2 0.01 13 3-13 Active
MW-2 11/9/2010 2 0.01 12 4-12 Active
MW-3 8/2/2013 2 0.01 14 4-15 Active
MW-4 8/2/2013 2 0.01 15 5-15 Active
MW-5 8/2/2013 2 0.01 15 5-15 Active
MW-6 2/12/2015 2 0.01 25 5.5-25 Active
MW-7 2/12/2015 2 0.01 25 5.5-25 Active
MW-8 2/12/2015 2 0.01 25 5.5-25 Active
MW-9 2/12/2015 2 0.01 20 5.5-20 Active
MW-10 2/12/2015 2 0.01 20 5.5-20 Active
DW-1 2/13/2015 2 0.01 40 35-40 Active
DW-2 11/20/2015 2 0.01 80 75-80 Active
TABLE 5
GROUNDWATER ELEVATIONS AND HISTORICAL DATA
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
WELL
I.D. Date
TOC
Elevation
(ft)
Depth to
Product
(ft)
Depth to
Groundwater
(ft)
Product
Thickness
(ft)
Groundwater
Elevations (ft)
8/5/2013 5.53 6.38 0.85 94.27
3/4/2015 --4.70 --95.30
6/2/2016 --4.85 --95.15
12/22/2016 --5.76 --94.24
6/14/2017 --4.70 --95.30
3/22/2018 --4.70 --95.30
9/5/2018 --4.90 --95.10
3/5/2019 --4.57 --95.43
9/4/2019 --7.51 --92.49
3/17/2020 --5.17 --94.83
10/21/2020 --4.97 --95.03
8/5/2013
3/4/2015 --6.93 --87.15
6/2/2016 --8.35 --85.73
12/22/2016 --9.58 --84.50
6/14/2017 --8.16 --85.92
3/22/2018 --8.31 --85.77
9/5/2018 --9.42 --84.66
3/5/2019 --7.08 --87.00
9/4/2019
3/17/2020 --8.96 --85.12
10/21/2020 --8.31 --85.77
8/5/2013 5.50 6.08 0.58 95.14*
3/4/2015 --3.95 --96.83
6/2/2016 4.11 4.13 0.02 96.67*
12/22/2016 4.82 4.86 0.04 95.95*
6/14/2017
3/22/2018 --7.96 --92.82
9/5/2018 --4.13 --96.65
3/5/2019 --3.85 --96.93
9/4/2019 8.62 11.62 3.00 94.44*
3/17/2020 --4.40 --96.38
10/21/2020 --4.24 --96.54
Notes:
1. TOC = Top of well casing.
2. * denotes groundwater elevation corrected for presence of free product calculated by:
[(TOC Elevation-Depth to Groundwater)+(0.76*Product thickness)]
Well Not Measured
Well Not Measured
MW-2
100.78
94.08
MW-3
MW-1 100.00
Well Dry
TABLE 5
GROUNDWATER ELEVATIONS AND HISTORICAL DATA
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
WELL
I.D. Date
TOC
Elevation
(ft)
Depth to
Product
(ft)
Depth to
Groundwater
(ft)
Product
Thickness
(ft)
Groundwater
Elevations (ft)
MW-1 100.00
8/5/2013 --8.10 --94.89
3/4/2015 --6.39 --96.60
6/2/2016 --7.22 --95.77
12/22/2016
6/14/2017
3/22/2018
9/5/2018
3/5/2019
9/4/2019
3/17/2020
10/21/2020
8/5/2013 --9.41 --92.86
3/4/2015 --7.05 --95.22
6/2/2016 --8.62 --93.65
12/22/2016 --9.97 --92.30
6/14/2017 --8.22 --94.05
3/22/2018 --7.43 --94.84
9/5/2018 --9.00 --93.27
3/5/2019 --5.92 --96.35
9/4/2019 --12.14 --90.13
3/17/2020 --7.85 --94.42
10/21/2020 --8.04 --94.23
3/4/2015 --7.36 --93.92
6/2/2016 --8.53 --93.43
12/22/2016 --9.94 --92.02
6/14/2017 --8.50 --93.46
3/22/2018 --8.30 --93.66
9/5/2018 --9.41 --92.55
3/5/2019 --7.25 --94.71
9/4/2019 --11.45 --90.51
3/17/2020 --8.54 --93.42
10/21/2020 --8.80 --93.16
Notes:
1. TOC = Top of well casing.
2. * denotes groundwater elevation corrected for presence of free product calculated by:
[(TOC Elevation-Depth to Groundwater)+(0.76*Product thickness)]
Well Not Measured
102.27
Well Not Measured
Well Not Measured
MW-4
Well Not Measured
Well Not Measured
MW-6
MW-5
102.99
101.96
Well Not Measured
Well Not Measured
Well Not Measured
TABLE 5
GROUNDWATER ELEVATIONS AND HISTORICAL DATA
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
WELL
I.D. Date
TOC
Elevation
(ft)
Depth to
Product
(ft)
Depth to
Groundwater
(ft)
Product
Thickness
(ft)
Groundwater
Elevations (ft)
MW-1 100.00
3/4/2015 --8.28 --91.89
6/2/2016 --8.83 --91.34
12/22/2016
6/14/2017
3/22/2018
9/5/2018
3/5/2019
9/4/2019
3/17/2020
10/21/2020
3/4/2015 --4.10 --81.72
6/2/2016 --5.90 --79.92
12/22/2016
6/14/2017
3/22/2018
9/5/2018
3/5/2019
9/4/2019
3/17/2020
10/21/2020
3/4/2015 --9.21 --84.29
6/2/2016 --11.59 --81.91
12/22/2016
6/14/2017
3/22/2018
9/5/2018
3/5/2019
9/4/2019
3/17/2020
10/21/2020
Notes:
1. TOC = Top of well casing.
2. * denotes groundwater elevation corrected for presence of free product calculated by:
[(TOC Elevation-Depth to Groundwater)+(0.76*Product thickness)]
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
MW-9
Well Not Measured
Well Not Measured
MW-8
MW-7
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
93.50
85.82
100.17
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
TABLE 5
GROUNDWATER ELEVATIONS AND HISTORICAL DATA
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
WELL
I.D. Date
TOC
Elevation
(ft)
Depth to
Product
(ft)
Depth to
Groundwater
(ft)
Product
Thickness
(ft)
Groundwater
Elevations (ft)
MW-1 100.00
3/4/2015 --7.52 --87.80
6/2/2016 --9.14 --86.18
12/22/2016
6/14/2017
3/22/2018
9/5/2018
3/5/2019
9/4/2019
3/17/2020
10/21/2020
3/4/2015 --7.12 --94.12
6/2/2016 --9.24 --92.00
12/22/2016 --10.77 --90.47
6/14/2017 --8.15 --93.09
3/22/2018 --9.34 --91.90
9/5/2018 --9.89 --91.35
3/5/2019 --8.20 --93.04
9/4/2019 --13.09 --88.15
3/17/2020 --9.28 --91.96
10/21/2020 --9.62 --91.62
11/24/15 --8.46 --92.44
1/26/2016 --7.22 --93.68
6/2/2016 --8.30 --92.60
12/22/2016
6/14/2017 --8.31 --92.59
3/22/2018
9/5/2018
3/5/2019
9/4/2019 --13.21 --87.69
3/17/2020
10/21/2020
Notes:
1. TOC = Top of well casing.
2. * denotes groundwater elevation corrected for presence of free product calculated by:
[(TOC Elevation-Depth to Groundwater)+(0.76*Product thickness)]
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not MeasuredDW-2
MW-10
100.90
101.24
95.32
DW-1
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
Well Not Measured
TABLE 6
CURRENT GROUNDWATER ANALYTICAL RESULTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
BenzeneTolueneEthylbenzeneTotal XylenesTotal BTEXMTBENaphthaleneIPEAcetone2-Hexanonep-Isopropyltoluene1,2,4-TrimethylbenzeneIsopropylbenzenen-Butylbenzenesec-Butylbenzenetert-Butylbenzenen-PropylbenzeneMW-1 10/21/20 3.1 1.6 2.0 <0.50 6.7 <0.50 27.6 <0.50 <10 <1.0 <0.50 <0.50 3.0 5.4 3.6 <0.50 7.9
MW-2 10/21/20 6.1 <0.50 <0.50 <0.50 6.1 <0.50 1.4 <0.50 <10 <1.0 <0.50 1.5 1.3 <0.50 1.0 <0.50 <0.50
MW-3 10/21/20 <0.50 <0.50 12.8 1.0 13.8 <0.50 44.9 <0.50 <10 <1.0 0.59 1.7 33.8 45.6 43.8 0.62 75.6
MW-5 10/21/20 <0.50 <0.50 <0.50 <0.50 <2.00 6.6 0.89 <0.50 <10 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
MW-6 10/21/20 <0.50 <0.50 <0.50 <0.50 <2.00 <0.50 0.63 <0.50 <10 <1.0 <0.50 <0.50 <0.50 <0.50 0.70 <0.50 <0.50
DW-1 10/21/20 1.7 <0.50 <0.50 <0.50 1.7 91.9 <0.50 1.0 37.7 2.4 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
1 600 600 500 NE 20 6 70 6,000 40 25 400 70 70 70 70 70
11.9 3.6 250 4,500 NE 190 120 NE 20,000 NE 3,200 NE 27 4,200 NE NE 17,000
5,000 260,000 84,500 85,500 NE 20,000 6,000 70,000 6,000,000 40,000 11,700 28,500 25,000 6,900 8,500 15,000 30,000
Notes:
1. "<" denotes compound not detected above laboratory method detection limit.
2. Concentrations are reported in micrograms per liter (ug/l) = parts per billion.
3. Concentrations in bold print equal or exceed the 2B Surface Water Standard x 10 (based on Human Health Standards).
4. NCDEQ = North Carolina Department of Environmental Quality.
5. GCL = Gross Contaminantion Level.
6. MTBE = Methyl Tertiary Butyl Ether.
7. Gross Contamination Levels for Groundwater are referenced in the
"Guidelines for Assessment and Corrective Action for UST Releases", November 2008, updated January 2010.
8. NE denotes not established.
Well Sampling
Date
EPA Method 6200B
2L Standard
2B Standard (x10)
GCLs
TABLE 7
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
BenzeneTolueneEthylbenzeneTotal XylenesMTBENaphthalene01/20/10 810 13 470 1,710 <40 --
02/19/10 940 61 610 2,493 7.3 890
08/05/13
3/4/15 38.6 21.4 133 9.3 0.31J 166
6/2/16 14 3.4 90 2.16J <1.0 170
12/22/16 7.9 0.90J 52 0.36J <1.0 120
6/14/17 2.3 0.69 40 0.45J <0.50 68
3/22/18 1.9 <1.0 6.9 <3.0 <1.0 20
9/5/18 1.8 0.62 8.9 0.35J <0.50 29
3/5/19 1.6 1.0 8.1 0.92 0.52 33.1
9/4/19 6.0 0.63 18.3 0.98 <0.50 75.5
3/17/20 2.2 <0.50 1.3 <0.50 <0.50 19.1
10/21/20 3.1 1.6 2.0 <0.50 <0.50 27.6
11/16/10 <0.1 <0.1 <0.1 <0.1 <0.2 <0.1
3/4/15 1.8 <0.5 <0.5 <1.5 <0.5 0.27J
6/2/16 4.3 <0.50 <0.50 0.72J <0.50 <0.50
12/22/16 4.1 <0.50 <0.50 <1.50 <0.50 0.87
6/14/17 6.8 <0.50 <0.50 1.52J <0.50 2.3
3/22/18 9.1 <0.50 <0.50 0.79 <0.50 2.2J
9/5/18 13 <0.50 0.14J <1.50 <0.50 4.9J
3/5/19 11.8 <0.50 <0.50 <0.50 <0.50 3.6
9/4/19
3/17/20 1.2 <0.50 <0.50 <0.50 <0.50 <0.50
10/21/20 6.1 <0.50 <0.50 <0.50 <0.50 1.4
1 600 600 500 20 6
11.9 3.6 250 4,500 190 120
5,000 260,000 84,500 85,500 20,000 6,000
Notes:
1. "<" denotes compound not detected above laboratory method detection limit.
2. Concentrations are reported in micrograms per liter (ug/l) = parts per billion.
3. Concentrations in bold print equal or exceed the 2B Surface Water Standard x 10 (based on Human Health Standards).
4. NCDEQ = North Carolina Department of Environmental Quality.
5. GCL = Gross Contaminantion Level.
6. MTBE = Methyl Tertiary Butyl Ether.
7. Gross Contamination Levels for Groundwater are referenced in the
"Guidelines for Assessment and Corrective Action for UST Releases", November 2008, updated January 2010.
8. J denotes estimated concentration by the laboratory.
Well Dry
Well I.D.Sampling
Date
EPA Method 6200B
0.85 feet Free Product
MW-1
MW-2
2L Standard
2B Standard (x10)
GCLs
TABLE 7
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
BenzeneTolueneEthylbenzeneTotal XylenesMTBENaphthaleneWell I.D.Sampling
Date
EPA Method 6200B
MW-1
8/5/13
3/4/15 33 <25 1,840 6,830 <25 1,500
6/2/16
12/22/16
6/14/17
3/22/18
9/5/18 1.7J <2.5 10 0.80J <2.5 51
3/5/19 0.52 <0.50 11.2 1.2 <0.50 29.0
9/4/19
3/17/20 <2.5 <2.5 10.8 <2.5 <2.5 47.9
10/21/20 <0.50 <0.50 12.8 1.0 <0.50 44.9
8/5/13 6.5 23 2.1 12.1 43 0.61
3/4/15 0.46J <0.5 <0.5 <1.5 8.5 <0.5
6/2/16 <0.50 <0.50 <0.50 <1.50 2.4 <0.50
12/22/16
6/14/17
3/22/18
9/5/18
3/5/19
9/4/19
3/17/20
10/21/20
8/5/13 6.5 27 2.4 14.5 52 0.65
3/4/15 0.99 <0.5 <0.5 <1.5 39.4 0.29J
6/2/16 1.2 <0.50 <0.50 0.46J 17 <0.50
12/22/16 0.98 <0.50 <0.50 <1.50 26 2.1
6/14/17 0.66 <0.50 <0.50 <1.50 15 <1.0
3/22/18 <0.50 <0.50 <0.50 <1.50 22 <5.0
9/5/18 <0.50 <0.50 <0.50 <1.50 15 <5.0
3/5/19 <0.50 <0.50 <0.50 <0.50 8.8 <0.50
9/4/19 <0.50 <0.50 <0.50 <0.50 18.7 <0.50
3/17/20 <0.50 <0.50 <0.50 <0.50 10.8 <0.50
10/21/20 <0.50 <0.50 <0.50 <0.50 6.6 0.89
1 600 600 500 20 6
11.9 3.6 250 4,500 190 120
5,000 260,000 84,500 85,500 20,000 6,000
Notes:
1. "<" denotes compound not detected above laboratory method detection limit.
2. Concentrations are reported in micrograms per liter (ug/l) = parts per billion.
3. Concentrations in bold print equal or exceed the 2B Surface Water Standard x 10 (based on Human Health Standards).
4. NCDEQ = North Carolina Department of Environmental Quality.
5. GCL = Gross Contaminantion Level.
6. MTBE = Methyl Tertiary Butyl Ether.
7. Gross Contamination Levels for Groundwater are referenced in the
"Guidelines for Assessment and Corrective Action for UST Releases", November 2008, updated January 2010.
8. J denotes estimated concentration by the laboratory.
3.0 feet Free Product
Well Not Sampled
0.04 feet Free Product
Well Not Sampled
MW-5
Well Not Sampled
0.58 feet Free Product
0.02 feet Free Product
MW-3 Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
2L Standard
2B Standard (x10)
GCLs
MW-4
Well Not Sampled
TABLE 7
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
BenzeneTolueneEthylbenzeneTotal XylenesMTBENaphthaleneWell I.D.Sampling
Date
EPA Method 6200B
MW-1
3/4/15 <0.5 <0.5 0.22J 0.83J <0.5 <0.5
6/2/16 <0.50 <0.50 <0.50 1.07J <0.50 1.4J
12/22/16 <0.50 <0.50 <0.50 0.26 J <0.50 4.8
6/14/17 <0.50 <0.50 <0.50 <1.50 <0.50 <1.0
3/22/18 <0.50 <0.50 <0.50 <1.50 <0.50 <5.0
9/5/18 <0.50 <0.50 <0.50 <1.50 <0.50 4.4J
3/5/19 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
9/4/19 <0.50 <0.50 <0.50 <0.50 <0.50 2.4
3/17/20 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
10/21/20 <0.50 <0.50 <0.50 <0.50 <0.50 0.63
3/4/15 0.83 <0.5 <0.5 0.18J 87 <0.5
6/2/16 0.46J <0.50 <0.50 <1.50 82 <0.50
12/22/16
6/14/17
3/22/18
9/5/18
3/5/19
9/4/19
3/17/20
10/21/20
3/4/15 <0.5 <0.5 <0.5 <1.5 <0.5 <0.5
6/2/16 <0.50 <0.50 <0.50 <1.50 <0.50 <0.50
12/22/16
6/14/17
3/22/18
9/5/18
3/5/19
9/4/19
3/17/20
10/21/20
1 600 600 500 20 6
11.9 3.6 250 4,500 190 120
5,000 260,000 84,500 85,500 20,000 6,000
Notes:
1. "<" denotes compound not detected above laboratory method detection limit.
2. Concentrations are reported in micrograms per liter (ug/l) = parts per billion.
3. Concentrations in bold print equal or exceed the 2B Surface Water Standard x 10 (based on Human Health Standards).
4. NCDEQ = North Carolina Department of Environmental Quality.
5. GCL = Gross Contaminantion Level.
6. MTBE = Methyl Tertiary Butyl Ether.
7. Gross Contamination Levels for Groundwater are referenced in the
"Guidelines for Assessment and Corrective Action for UST Releases", November 2008, updated January 2010.
8. J denotes estimated concentration by the laboratory.
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
MW-8
MW-7
2L Standard
2B Standard (x10)
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
GCLs
MW-6
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
TABLE 7
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
BenzeneTolueneEthylbenzeneTotal XylenesMTBENaphthaleneWell I.D.Sampling
Date
EPA Method 6200B
MW-1
3/4/15 <0.5 <0.5 <0.5 <1.5 <0.5 <0.5
6/2/16 <0.50 <0.50 <0.50 <1.50 <0.50 <0.50
12/22/16
6/14/17
3/22/18
9/5/18
3/5/19
9/4/19
3/17/20
10/21/20
3/4/15 <0.5 <0.5 <0.5 <1.5 1.8 <0.5
6/2/16 <0.50 <0.50 <0.50 <1.50 <0.50 <0.50
12/22/16
6/14/17
3/22/18
9/5/18
3/5/19
9/4/19
3/17/20
10/21/20
3/4/15 1.6 <0.5 <0.5 <1.5 211 <0.5
6/2/16 2.9 <2.5 <2.5 <7.5 450 3.0
12/22/16 2.3 <1.0 0.26J <1.50 280 2.8
6/14/17 3.6 <2.5 <2.5 2.2 J 260 13
3/22/18 1.5 <1.0 <1.0 <3.0 240 <10
9/5/18 2.3 <1.0 <1.0 <3.0 180 7.9J
3/5/19 1.7 <0.50 <0.50 <0.50 171 0.70
9/4/19 1.8 <0.50 <0.50 <0.50 101 0.81
3/17/20 <0.50 <0.50 <0.50 <0.50 9.3 <0.50
10/21/20 1.7 <0.50 <0.50 <0.50 91.9 <0.50
11/24/15 3.1 <0.25 <0.25 <0.5 14.7 <1
1/26/16 <0.5 <0.5 <0.5 <1 1.2 <0.5
6/2/16 <0.50 <0.50 <0.50 <1.50 0.53 <0.50
12/22/16
6/14/17 <0.50 <0.50 <0.50 <1.50 0.43 J <1.0
3/22/18
9/5/18
3/5/19
9/4/19 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
3/17/20
10/21/20
1 600 600 500 20 6
11.9 3.6 250 4,500 190 120
5,000 260,000 84,500 85,500 20,000 6,000
Notes:1. "<" denotes compound not detected above laboratory method detection limit.
2. Concentrations are reported in micrograms per liter (ug/l) = parts per billion.3. Concentrations in bold print equal or exceed the 2B Surface Water Standard x 10 (based on Human Health Standards).
4. NCDEQ = North Carolina Department of Environmental Quality.
5. GCL = Gross Contaminantion Level.6. MTBE = Methyl Tertiary Butyl Ether.
7. Gross Contamination Levels for Groundwater are referenced in the
"Guidelines for Assessment and Corrective Action for UST Releases", November 2008, updated January 2010.
8. J denotes estimated concentration by the laboratory.
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
GCLs
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
DW-2
DW-1
Well Not Sampled
2L Standard
2B Standard (x10)
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
MW-10
MW-9 Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
Well Not Sampled
TABLE 8
SELECT NATURAL ATTENUATION MEASUREMENTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
Monitoring
Well ID Date pH
(unitless)
Dissolved
Oxygen
(mg/L)
Specific
Conductivity
(µs/cm2)
Temperature
(Celcius)ORP (Eh)
9/5/2018
3/5/2019
9/4/2019 6.28 0.42 426.7 30.9 -145.0
3/17/2020 6.74 0.71 525 19.50 -83.1
10/21/2020 7.63 1.11 505 28.1 -66.9
9/5/2018 4.60 0.59 110.4 26.1 164.3
3/5/2019 5.48 1.17 155.6 17.0 -5.4
9/4/2019
3/17/2020 5.36 0.17 256 20.30 0.7
10/21/2020 4.15 0.78 164.6 26.7 104.4
9/5/2018
3/5/2019
9/4/2019
3/17/2020
10/21/2020
9/5/2018 4.32 2.17 279.6 26.4 535.9
3/5/2019 4.83 4.37 162.2 16.0 247.6
9/4/2019 4.15 1.53 285.8 28.0 -89.4
3/17/2020 4.64 2.66 192 20.23 185.9
10/21/2020 3.89 0.97 279.8 28.0 209.3
9/5/2018 4.62 1.20 380.9 27.1 122.6
3/5/2019 4.92 2.99 371.2 17.3 141.7
9/4/2019 4.12 1.16 293.0 29.6 -123.4
3/17/2020 5.15 1.30 373 21.01 126.3
10/21/2020 4.15 1.52 375.6 27.4 136.2
9/5/2018 6.43 1.2 588.0 26.9 -104.1
3/5/2019 7.02 1.33 646.0 18.7 -118.2
9/4/2019 6.15 0.92 558.0 30.0 -160.1
3/17/2020 6.86 0.16 658 21.39 -70.4
10/21/2020 6.03 1.39 629 27.0 -66.3
DW-2 9/4/2019 5.8 1.96 148.0 28.1 -128.0
No measurement - free product
No measurement - strong odor
DW-1
MW-6
No measurement - sheen on water
No measurement - sheen on water
MW-1
MW-2
MW-3
MW-5
No measurement - strong odor
No measurement - strong odor
No measurement - strong odor
Well Dry
TABLE 9
WATER SUPPLY WELL ANALYTICAL RESULTS
CIRCLE K STORE #2723471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
Benzene Toluene Ethylbenzene Total
Xylenes MTBE Naphthalene
11/24/15 <0.25 <0.25 <0.25 <0.5 <0.25 <1
6/2/16 <0.50 <0.50 <0.50 <1.50 <0.50 <0.50
12/22/16 <0.50 <0.50 <0.50 <1.50 <0.50 <0.50
6/14/17 <0.50 <0.50 <0.50 <1.50 <0.50 <1.0
3/22/18
9/5/18 <0.50 <0.50 <0.50 <1.50 <0.50 <5.0
3/5/19 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
9/4/19 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
3/17/20 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
10/21/20 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50
1 600 600 500 20 6
5,000 260,000 84,500 85,500 20,000 6,000
Notes:
1. "<" denotes compound not detected above laboratory method detection limit.
2. Concentrations are reported in micrograms per liter (ug/l) = parts per billion.
3. Concentrations in bold print equal or exceed the NCDEQ 2L Standard (2L).
4. NCDEQ = North Carolina Department of Environmental Quality.
5. GCL = Gross Contaminantion Level.
6. MTBE = Methyl Tertiary Butyl Ether.
7. Gross Contamination Levels for Groundwater are referenced in the
"Guidelines for Assessment and Corrective Action for UST Releases", November 2008, updated January 2010.
NCDEQ 2L Standards
GCLs
EPA Method 6200B
Sampling
DateWell I.D.
PW-1 Well Not Sampled

FIGURES
FIGURE 1
USGS TOPOGRAPHIC MAP
Pantry # 3471
4940 US Highway 264 West Wilson, North Carolina
2725 E. Millbrook Road, Suite 121 Raleigh, NC 27604
[phone]
PROJECT NO: 45.24639.3471
SCALE: 1” = 600’ DATE: 7/7/2009
SITE
FIGURE 7
DW-1: DISSOLVED MTBE CONCENTRATIONS
VERSUS DEPTH TO WATER THROUGH TIME
PANTRY # 3471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14.00
0
50
100
150
200
250
300
350
400
450
500
Depth to Water (ft.)Dissolved MTBE Concentration (ug/L)Date
Dissolved MTBE Concentration
Depth to Water

APPENDIX A

HISTORICAL SOIL ANALYTICAL DATA
AND
SOIL SAMPLE LOCATION MAP

TABLE 3
SOIL ANALYTICAL DATA
PANTRY #3471
4940 U.S. HIGHWAY 264 WEST
WILSON, NORTH CAROLINA
NCDEQ INCIDENT NO. 33892
BenzeneTolueneEthylbenzeneTotal XylenesMTBENaphthaleneAcetone1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenep-IsopropyltolueneIsopropylbenzenen-Butylbenzenesec-Butylbenzenen-PropylbenzeneMethylene ChlorideSD-10 7 11/30/15 74.1 <0.100 <0.113 0.12J <0.226 <0.0941 0.956 <0.627 1.67 0.269J 0.407 0.222J 0.95 0.589 0.429 <0.188
SD-11 7 11/30/15 26.7 <0.0019 <0.0022 <0.0022 <0.0043 <0.0018 <0.0014 <0.0121 <0.0024 <0.0022 <0.0020 <0.0023 <0.0022 <0.0019 <0.0020 0.0087J
SD-13 7 11/30/15 12.6 <0.0022 <0.0024 <0.0024 <0.0049 <0.0020 0.004J <0.0135 <0.0027 <0.0024 <0.0023 <0.0026 <0.0024 <0.0022 <0.0023 0.0065J
SD-17 7 11/30/15 N/A <0.0020 <0.0022 <0.0022 <0.0044 <0.0018 <0.0015 0.0517J <0.0024 <0.0022 <0.0021 <0.0023 <0.0022 <0.0020 <0.0021 0.0126J
SD-19 4 11/30/15 0.1 <0.0020 <0.0023 <0.0023 <0.0046 <0.0019 <0.0015 0.0317J <0.0026 <0.0023 <0.0022 <0.0024 <0.0023 <0.0020 <0.0022 0.0043J
SD-25 5 11/30/15 0.8 <0.0016 <0.0017 <0.0017 <0.0035 <0.0015 <0.0012 0.0278J <0.0019 <0.0017 <0.0016 <0.0018 <0.0017 <0.0016 <0.0016 <0.0029
SD-26 5.5 11/30/15 5.6 <0.0018 <0.002 <0.002 <0.0039 <0.0016 <0.0013 0.0131J <0.0022 <0.0020 <0.0019 <0.0021 <0.0020 <0.0018 <0.0019 <0.0033
SK-25 7 11/30/15 1.4 <0.0022 <0.0025 <0.0025 <0.0049 <0.0020 <0.0016 0.0177J <0.0027 <0.0025 <0.0023 <0.0026 <0.0025 <0.0022 <0.0023 0.0083J
SK-30 7 11/30/15 3.7 <0.0021 <0.0024 <0.0024 <0.0048 <0.0020 <0.0016 0.0249J <0.0027 <0.0024 <0.0023 <0.0025 <0.0024 <0.0021 <0.0023 0.0128J
0.0056 4.3 4.9 4.6 0.091 0.16 24 8.5 8.3 0.12 1.7 4.3 3.3 1.7 0.02
18 1,200 1,560 3,129 350 313 14,000 782 782 100 1,564 626 626 626 85
164 32,000 40,000 81,760 3,100 8,176 360,000 20,440 20,440 4,000 40,880 16,350 16,350 16,350 763
Benzo(a) anthraceneBenzo(a) pyreneBenzo(b) fluorantheneChryseneFluor-anthenePhenanthrenePyrene1-Methylnaphthalene2-MethylnaphthaleneC5-C8 AliphaticsC9-C18 AliphaticsC19-C36 AliphaticsC9-C22 AromaticsSD-10 7 11/30/15 74.1 <0.0797 <0.0823 <0.0745 <0.0575 <0.0627 <0.0719 <0.0732 0.149J 0.228J 10.9 318.6 <105 184.3
SD-11 7 11/30/15 26.7 <0.0783 <0.0808 <0.0731 <0.0565 <0.0616 <0.0706 <0.0719 <0.110 <0.0911 <3.5 <16.3 <12.8 <16.3
SD-13 7 11/30/15 12.6 <0.0857 <0.0885 <0.0800 <0.0618 <0.0674 <0.0772 <0.0786 <0.121 <0.0997 <3.8 <17.8 <14.0 <17.8
SD-17 7 11/30/15 N/A <0.0701 <0.0724 <0.0655 <0.0506 <0.0552 <0.0632 <0.0643 <0.0988 <0.0816 <2.6 44.9 <11.5 22.4
SD-19 4 11/30/15 0.1 <0.0641 <0.0662 <0.0599 <0.0463 <0.0505 <0.0578 <0.0589 <0.0904 <0.0747 <4.1 <14.6 <10.5 <14.6
SD-25 5 11/30/15 0.8 <0.0634 <0.0655 <0.0593 <0.0457 0.0804J 0.0585J 0.0687J <0.0894 <0.0738 <4.1 <14.5 <10.4 <14.5
SD-26 5.5 11/30/15 5.6 <0.0644 <0.0665 <0.0601 <0.0464 <0.0506 <0.0580 <0.0591 <0.0907 <0.0749 <3.0 <13.6 <10.6 <13.6
SK-25 7 11/30/15 1.4 <0.0797 <0.0823 <0.0745 <0.0575 <0.0627 <0.0719 <0.0732 <0.112 <0.0928 <4.1 <17.2 <13.1 <17.2
SK-30 7 11/30/15 3.7 0.110J 0.090J 0.115J 0.117J 0.343J 0.175J 0.296J <0.119 <0.0985 <4.4 <18.3 <13.9 32
0.35 0.096 1.2 39 290 56 270 0.004 3.6 68 540 #31
0.88 0.088 0.88 88 620 469 469 20 63 939 1,500 31,000 469
8 0.78 8 780 16,400 12,264 12,264 100 1635 24,528 40,000 810,000 12,264
Notes:
1. Concentrations reported in milligrams per kilogram (mg/kg).
2. The MADEP VPH and EPH values were obtained from Table 10 in the "Guidelines for Assessment and corrective Action for UST Releases, dated July 15, 2008, updated October 2012.
3. MSCCs = Maximum Soil Contaminant Concentration
4. Bold concentrations equal or exceed Soil-to-Groundwater MSCCs.
5. # - Considered Immobile
6. "<" denotes compound not detected above laboratory method detection limit.
7. J value denotes estimated concentration by the laboratory.
PID
Reading
(ppm)
Industrial/Commercial MSCCs
Soil-to-Groundwater MSCCs
Residential MSCCs
EPA Method 8260
Soil
Sample
ID
Sample
Depth
(feet)
Soil-to-Groundwater MSCCs
Residential MSCCs
Industrial/Commercial MSCCs
EPA Method 8270 MADEP Methods for VPH and EPH
Sampling
Date
PID
Reading
(ppm)
Soil
Sample
ID
Sample
Depth
(feet)
Sampling
Date
TABLE 4
HISTORICAL SOIL ANALYTICAL DATA
PANTRY #34714940 US HIGHWAY 264 WESTWILSON, NORTH CAROLINANCDENR FACILITY ID No. 0-035356ATC PROJECT No. 45.24639.3471
Boring I.D.Depth (feet)Sampling Date PID Reading Incident Phase TPH-GRO TPH-DRO Benzene Toluene Ethyl-benzene Total Xylenes Acetone C5-C8 Aliphatics C9-C18 Aliphatics C19-C36 Aliphatics C9-C22 Aromatics
D9 3 11/9/2010 2.1 Site Check <0.097 <13 NA NA NA NA NA NA NA NA NA
D10 3 11/9/2010 20.6 Site Check 0.66 400 NA NA NA NA NA NA NA NA NA
D11 3 11/9/2010 10.4 Site Check <0.11 12 NA NA NA NA NA NA NA NA NA
D12 3 11/9/2010 1.2 Site Check <0.11 <12 NA NA NA NA NA NA NA NA NA
D13 3 11/9/2010 5.1 Site Check <0.09 42 NA NA NA NA NA NA NA NA NA
D14 3 11/9/2010 1.5 Site Check <0.094 <11 NA NA NA NA NA NA NA NA NA
D16 3 11/10/2010 <1 Site Check <0.099 <11 NA NA NA NA NA NA NA NA NA
D17 3 11/1/1990 1.2 Site Check <0.11 11 NA NA NA NA NA NA NA NA NA
D18 3 11/9/2010 <1 Site Check <0.1 <12 NA NA NA NA NA NA NA NA NA
D19 3 11/9/2010 <1 Site Check <0.11 43 NA NA NA NA NA NA NA NA NA
D20 3 11/9/2010 <1 Site Check <0.11 <14 NA NA NA NA NA NA NA NA NA
D21 3 11/10/2010 <1 Site Check <0.11 <12 NA NA NA NA NA NA NA NA NA
D22 3 11/10/2010 <1 Site Check <0.12 <13 NA NA NA NA NA NA NA NA NA
D23 3 11/10/2010 <1 Site Check <0.12 <12 NA NA NA NA NA NA NA NA NA
D24 3 11/10/2010 <1 Site Check <0.1 <12 NA NA NA NA NA NA NA NA NA
D25 3 11/10/2010 <1 Site Check <0.11 32.3 NA NA NA NA NA NA NA NA NA
D26 3 11/10/2010 <1 Site Check <0.12 18 NA NA NA NA NA NA NA NA NA
D27 3 11/10/2010 <1 Site Check <0.086 <12 NA NA NA NA NA NA NA NA NA
D28 3 11/10/2010 <1 Site Check <0.11 <11 NA NA NA NA NA NA NA NA NA
K21 3 11/8/2010 <1 Site Check <0.096 <12 NA NA NA NA NA NA NA NA NA
K22 3 11/8/2010 <1 Site Check <0.084 <11 NA NA NA NA NA NA NA NA NA
K23 3 11/8/2010 <1 Site Check <0.086 <11 NA NA NA NA NA NA NA NA NA
K24 3 11/8/2010 <1 Site Check <0.11 <13 NA NA NA NA NA NA NA NA NA
K25 3 11/8/2010 <1 Site Check <0.1 11 NA NA NA NA NA NA NA NA NA
K26 3 11/8/2010 <1 Site Check <0.1 <11 NA NA NA NA NA NA NA NA NA
K27 3 11/8/2010 <1 Site Check <0.093 <12 NA NA NA NA NA NA NA NA NA
K28 3 11/10/2010 1.5 Site Check <0.078 <11 NA NA NA NA NA NA NA NA NA
K29 3 11/10/2010 33.7 Site Check <0.093 <11 NA NA NA NA NA NA NA NA NA
K30 3 11/10/2010 56.0 Site Check <0.092 15 NA NA NA NA NA NA NA NA NA
K31 3 11/10/2010 34.0 Site Check <0.1 <11 NA NA NA NA NA NA NA NA NA
K32 3 11/10/2010 34.0 Site Check <0.11 <13 NA NA NA NA NA NA NA NA NA
K33 3 11/10/2010 40.0 Site Check <0.12 <14 NA NA NA NA NA NA NA NA NA
K34 3 11/10/2010 41.0 Site Check <0.1 <14 NA NA NA NA NA NA NA NA NA
SB-1 0-2 6/18/09 NA Site Check 0.12 0.12 <0.0049 <0.0049 <0.0049 <0.0049 <0.0097 <2.6 ND 18 2.1
SB-1 4-6 6/18/09 NA Site Check 0.16 0.16 <0.0049 <0.0049 <0.0049 <0.0049 <0.0097 <2.6 ND 18 2.1
MW-3 0-4.5 8/2/13 0.4 Phase I LSA NA NA <0.0049 <0.0049 <0.0049 <0.0049 <0.0097 <2.6 ND 18 2.1
MW-4 0-5 8/2/13 0.0 Phase I LSA NA NA <0.0046 <0.0046 <0.0046 <0.0046 <0.0097 <2.7 <3.6 NA 3.2
MW-5 0-5 8/2/13 0.0 Phase I LSA NA NA <0.0046 <0.0046 <0.0046 <0.0046 0.1 16 11 NA 10
MW-5 5-9 8/2/13 0.0 Phase I LSA NA NA <0.0071 <0.0071 <0.0071 <0.0071 <0.14 <3.8 <5.1 NA 1.8
10 10 ------------------
----0.0056 4.3 4.9 4.6 24 68 540 #31
----18 1,200 1,560 3,129 14,000 939 1,500 31,000 469
----164 32,000 40,000 81,760 360,000 24,528 40,000 810,000 12,264
Notes:
1. Concentrations reported in milligrams per kilogram (mg/kg).
2. Final C9-C18 Aliphatics values are equal to the sum of C9-C12 Aliphatics and C9-C18 Aliphatics as reported in the laboratory report3. Final C9-C22 Aromatics are equal to the sum of C11-C22 Aromatics and C9-C10 Aromatics as reported in the laboratory analytical report4. The MADEP VPH and EPH values were obtained from Table 10 in the "Guidelines for Assessment and corrective Action for UST Releases, dated July 15, 2008, updated October 2012.
5. NA = Not Analyzed.6. MSCCs = Maximum Soil Contaminant Concentration7. Bold concentrations equal or exceed the lowest applicable MSCCs or Cleanup Levels.8. # - Considered Immobile
9. "<" or ND = None detected above method detection limit.
Industrial/Commercial MSCCs
EPA Method:5030/8015 MADPE VPH/EPH8260B
NCDENR Action Level
Soil-to-Groundwater MSCCs
Residential MSCCs

APPENDIX B

GEOLOGIC TRANSECT AND
CROSS-SECTION MAPS (2015)

APPENDIX C

HISTORICAL GROUNDWATER
ELEVATION CONTOUR MAPS

APPENDIX D

LABORATORY ANALYTICAL RESULTS

10/27/20
Technical Report for
ATC Group Services LLC
Pantry #3471 4940 Hwy 264W, Wilson, NC
PANT347114
SGS Job Number: LA67265
Sampling Date: 10/21/20
Report to:
ATC Group Services LLC.
2725 East Millbrook Road Suite 121
Raleigh, NC 27604
[e-mail]
ATTN: Maureen Jackson
Total number of pages in report:
Certifications: LDEQ(2048), LDHH(LA150012), AR(14-045-04), AZ(AZ0805), FL(E87657), IL(200082), KY(#31),
NC(487), SC(73004001), NJ(LA007), TX(T104704186-18-16), WV(257)
This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 500 Ambassador Caffery • Scott, LA 70583 • tel: [phone]
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable.
Client Service contact: Amy Jackson 337-237-4775
Ron Benjamin
Lab Director
Scott, LA 10/27/20
e-Hardcopy 2.0
Automated Report
41
SGS is the sole authority for authorizing edits or modifications to this document.
Unauthorized modification of this report is strictly prohibited.
Review standard terms at: http://www.sgs.com/en/terms-and-conditions
The results set forth herein are provided by SGS North America Inc.
Please share your ideas about
how we can serve you better at:
[e-mail]
1 of 41
LA67265
Table of Contents
-1-
Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Summary of Hits ....................................................................................................4
Section 3: Sample Results ........................................................................................................6
3.1: LA67265-1: MW-1 .......................................................................................................7
3.2: LA67265-2: DW-1 ........................................................................................................10
3.3: LA67265-3: MW-2 .......................................................................................................13
3.4: LA67265-4: MW-3 .......................................................................................................16
3.5: LA67265-5: MW-5 .......................................................................................................19
3.6: LA67265-6: MW-6 .......................................................................................................22
3.7: LA67265-7: PW-1 ........................................................................................................25
Section 4: Misc. Forms ............................................................................................................28
4.1: Chain of Custody ...........................................................................................................29
Section 5: MS Volatiles - QC Data Summaries .....................................................................32
5.1: Method Blank Summary ................................................................................................33
5.2: Blank Spike/Blank Spike Duplicate Summary ..............................................................36
5.3: Matrix Spike/Matrix Spike Duplicate Summary ...........................................................39 123452 of 41
LA67265
SGS North America Inc.
Sample Summary
ATC Group Services LLC
Job No:LA67265
Pantry #3471 4940 Hwy 264W, Wilson, NC
Project No: PANT347114
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the RL
LA67265-1 10/21/20 13:10 TJ 10/23/20 AQ Ground Water MW-1
LA67265-2 10/21/20 12:35 TJ 10/23/20 AQ Ground Water DW-1
LA67265-3 10/21/20 11:40 TJ 10/23/20 AQ Ground Water MW-2
LA67265-4 10/21/20 14:30 TJ 10/23/20 AQ Ground Water MW-3
LA67265-5 10/21/20 11:00 TJ 10/23/20 AQ Ground Water MW-5
LA67265-6 10/21/20 13:50 TJ 10/23/20 AQ Ground Water MW-6
LA67265-7 10/21/20 15:00 TJ 10/23/20 AQ Ground Water PW-1
3 of 41
LA672651
Summary of Hits Page 1 of 2
Job Number:LA67265
Account:ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Collected:10/21/20
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
LA67265-1 MW-1
Benzene 3.1 0.50 ug/l SM 6200B
n-Butylbenzene 5.4 0.50 ug/l SM 6200B
sec-Butylbenzene 3.6 0.50 ug/l SM 6200B
Ethylbenzene 2.0 0.50 ug/l SM 6200B
Isopropylbenzene 3.0 0.50 ug/l SM 6200B
Naphthalene 27.6 0.50 ug/l SM 6200B
n-Propylbenzene 7.9 0.50 ug/l SM 6200B
Toluene 1.6 0.50 ug/l SM 6200B
LA67265-2 DW-1
Acetone 37.7 10 ug/l SM 6200B
Benzene 1.7 0.50 ug/l SM 6200B
Di-Isopropyl Ether 1.0 0.50 ug/l SM 6200B
2-Hexanone 2.4 1.0 ug/l SM 6200B
Methyl Tert Butyl Ether 91.9 0.50 ug/l SM 6200B
LA67265-3 MW-2
Benzene 6.1 0.50 ug/l SM 6200B
sec-Butylbenzene 1.0 0.50 ug/l SM 6200B
Isopropylbenzene 1.3 0.50 ug/l SM 6200B
Naphthalene 1.4 0.50 ug/l SM 6200B
1,2,4-Trimethylbenzene 1.5 0.50 ug/l SM 6200B
LA67265-4 MW-3
n-Butylbenzene 45.6 0.50 ug/l SM 6200B
sec-Butylbenzene 43.8 0.50 ug/l SM 6200B
tert-Butylbenzene 0.62 0.50 ug/l SM 6200B
Ethylbenzene 12.8 0.50 ug/l SM 6200B
Isopropylbenzene 33.8 0.50 ug/l SM 6200B
p-Isopropyltoluene 0.59 0.50 ug/l SM 6200B
Naphthalene 44.9 0.50 ug/l SM 6200B
n-Propylbenzene 75.6 0.50 ug/l SM 6200B
1,2,4-Trimethylbenzene 1.7 0.50 ug/l SM 6200B
o-Xylene 1.0 0.50 ug/l SM 6200B
Xylene (total)1.0 0.50 ug/l SM 6200B
LA67265-5 MW-5
Methyl Tert Butyl Ether 6.6 0.50 ug/l SM 6200B
Naphthalene 0.89 0.50 ug/l SM 6200B
4 of 41
LA672652
Summary of Hits Page 2 of 2
Job Number:LA67265
Account:ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Collected:10/21/20
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
LA67265-6 MW-6
sec-Butylbenzene 0.70 0.50 ug/l SM 6200B
Naphthalene 0.63 0.50 ug/l SM 6200B
LA67265-7 PW-1
No hits reported in this sample.
5 of 41
LA672652
SGS North America Inc.
Sample Results
Report of Analysis
Scott, LA
Section 3
6 of 41
LA672653
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-1
Lab Sample ID:LA67265-1 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131128.D 1 10/26/20 18:25 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone ND 10 ug/l
71-43-2 Benzene 3.1 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene 5.4 0.50 ug/l
135-98-8 sec-Butylbenzene 3.6 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
7 of 41
LA6726533.1
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-1
Lab Sample ID:LA67265-1 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene 2.0 0.50 ug/l
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene 3.0 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 ug/l
91-20-3 Naphthalene 27.6 0.50 ug/l
103-65-1 n-Propylbenzene 7.9 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene 1.6 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 103%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
8 of 41
LA6726533.1
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-1
Lab Sample ID:LA67265-1 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 102%70-130%
460-00-4 4-Bromofluorobenzene 115%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
9 of 41
LA6726533.1
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:DW-1
Lab Sample ID:LA67265-2 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131123.D 1 10/26/20 15:54 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone 37.7 10 ug/l
71-43-2 Benzene 1.7 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene ND 0.50 ug/l
135-98-8 sec-Butylbenzene ND 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
10 of 41
LA6726533.2
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:DW-1
Lab Sample ID:LA67265-2 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether 1.0 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene ND 0.50 ug/l
591-78-6 2-Hexanone 2.4 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene ND 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether 91.9 0.50 ug/l
91-20-3 Naphthalene ND 0.50 ug/l
103-65-1 n-Propylbenzene ND 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 102%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
11 of 41
LA6726533.2
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:DW-1
Lab Sample ID:LA67265-2 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 101%70-130%
460-00-4 4-Bromofluorobenzene 99%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
12 of 41
LA6726533.2
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-2
Lab Sample ID:LA67265-3 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131124.D 1 10/26/20 16:24 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone ND 10 ug/l
71-43-2 Benzene 6.1 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene ND 0.50 ug/l
135-98-8 sec-Butylbenzene 1.0 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
13 of 41
LA6726533.3
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-2
Lab Sample ID:LA67265-3 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene ND 0.50 ug/l
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene 1.3 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 ug/l
91-20-3 Naphthalene 1.4 0.50 ug/l
103-65-1 n-Propylbenzene ND 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene 1.5 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 102%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
14 of 41
LA6726533.3
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-2
Lab Sample ID:LA67265-3 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 99%70-130%
460-00-4 4-Bromofluorobenzene 101%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
15 of 41
LA6726533.3
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-3
Lab Sample ID:LA67265-4 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131125.D 1 10/26/20 16:55 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone ND 10 ug/l
71-43-2 Benzene ND 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene 45.6 0.50 ug/l
135-98-8 sec-Butylbenzene 43.8 0.50 ug/l
98-06-6 tert-Butylbenzene 0.62 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
16 of 41
LA6726533.4
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-3
Lab Sample ID:LA67265-4 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene 12.8 0.50 ug/l
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene 33.8 0.50 ug/l
99-87-6 p-Isopropyltoluene 0.59 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 ug/l
91-20-3 Naphthalene 44.9 0.50 ug/l
103-65-1 n-Propylbenzene 75.6 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene 1.7 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene 1.0 0.50 ug/l
1330-20-7 Xylene (total)1.0 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 99%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
17 of 41
LA6726533.4
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-3
Lab Sample ID:LA67265-4 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 95%70-130%
460-00-4 4-Bromofluorobenzene 374%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
18 of 41
LA6726533.4
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-5
Lab Sample ID:LA67265-5 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131126.D 1 10/26/20 17:25 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone ND 10 ug/l
71-43-2 Benzene ND 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene ND 0.50 ug/l
135-98-8 sec-Butylbenzene ND 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
19 of 41
LA6726533.5
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-5
Lab Sample ID:LA67265-5 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene ND 0.50 ug/l
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene ND 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether 6.6 0.50 ug/l
91-20-3 Naphthalene 0.89 0.50 ug/l
103-65-1 n-Propylbenzene ND 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 99%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
20 of 41
LA6726533.5
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-5
Lab Sample ID:LA67265-5 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 99%70-130%
460-00-4 4-Bromofluorobenzene 96%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
21 of 41
LA6726533.5
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:MW-6
Lab Sample ID:LA67265-6 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131127.D 1 10/26/20 17:55 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone ND 10 ug/l
71-43-2 Benzene ND 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene ND 0.50 ug/l
135-98-8 sec-Butylbenzene 0.70 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
22 of 41
LA6726533.6
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:MW-6
Lab Sample ID:LA67265-6 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene ND 0.50 ug/l
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene ND 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 ug/l
91-20-3 Naphthalene 0.63 0.50 ug/l
103-65-1 n-Propylbenzene ND 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 96%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
23 of 41
LA6726533.6
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:MW-6
Lab Sample ID:LA67265-6 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 104%70-130%
460-00-4 4-Bromofluorobenzene 100%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
24 of 41
LA6726533.6
SGS North America Inc.
Report of Analysis Page 1 of 3
Client Sample ID:PW-1
Lab Sample ID:LA67265-7 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 2K0131122.D 1 10/26/20 15:24 CP n/a n/a V2K2660
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL Units Q
67-64-1 Acetone ND 10 ug/l
71-43-2 Benzene ND 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene ND 0.50 ug/l
135-98-8 sec-Butylbenzene ND 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
25 of 41
LA6726533.7
SGS North America Inc.
Report of Analysis Page 2 of 3
Client Sample ID:PW-1
Lab Sample ID:LA67265-7 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Compound Result RL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene ND 0.50 ug/l
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene ND 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 ug/l
91-20-3 Naphthalene ND 0.50 ug/l
103-65-1 n-Propylbenzene ND 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 101%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
26 of 41
LA6726533.7
SGS North America Inc.
Report of Analysis Page 3 of 3
Client Sample ID:PW-1
Lab Sample ID:LA67265-7 Date Sampled:10/21/20
Matrix:AQ - Ground Water Date Received:10/23/20
Method:SM 6200B Percent Solids:n/a
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 98%70-130%
460-00-4 4-Bromofluorobenzene 95%70-130%
ND = Not detected J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
27 of 41
LA6726533.7
SGS North America Inc.
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Scott, LA
Section 4
28 of 41
LA672654
LA67265: Chain of Custody
Page 1 of 3
29 of 41
LA6726544.1
LA67265: Chain of Custody
Page 2 of 3
30 of 41
LA6726544.1
SGS Sample Receipt Summary
Job Number:LA67265 Client:ATC
Date / Time Received:10/23/2020 8:35:00 AM Delivery Method:FedEx
Project:PANTRY 3471
4. No. Coolers:1
Airbill #'s:4913 8691 9610
Cooler Security
1. Custody Seals Present:
Y or N
2. Custody Seals Intact:
3. COC Present:
4. Smpl Dates/Time OK
2. Thermometer ID:
Cooler Temperature Y or N
1. Temp criteria achieved:
3. Cooler media:
DV462;
Ice (direct contact)
Quality Control Preservation Y or N N/A
1. Trip Blank present / cooler:
2. Trip Blank listed on COC:
3. Samples preserved properly:
4. VOCs headspace free:
Sample Integrity - Documentation Y or N
1. Sample labels present on bottles:
2. Container labeling complete:
3. Sample container label / COC agree:
Sample Integrity - Condition Y or N
1. Sample recvd within HT:
3. Condition of sample:
2. All containers accounted for:
Sample Integrity - Instructions
1. Analysis requested is clear:
2. Bottles received for unspecified tests
3. Sufficient volume recvd for analysis:
4. Compositing instructions clear:
5. Filtering instructions clear:
Intact
Y or N
Comments
Y or N N/A
Cooler Temps (Initial/Adjusted):#1: (0.8/0.8); DV462
LA67265: Chain of Custody
Page 3 of 3
31 of 41
LA6726544.1
SGS North America Inc.
MS Volatiles
QC Data Summaries
Includes the following where applicable:
• Method Blank Summaries
• Blank Spike Summaries
• Matrix Spike and Duplicate Summaries
Scott, LA
Section 5
32 of 41
LA672655
Method Blank Summary Page 1 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V2K2660-MB1 2K0131116.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
CAS No.Compound Result RL Units Q
67-64-1 Acetone 1.3 10 ug/l J
71-43-2 Benzene ND 0.50 ug/l
108-86-1 Bromobenzene ND 0.50 ug/l
74-97-5 Bromochloromethane ND 0.50 ug/l
75-27-4 Bromodichloromethane ND 0.50 ug/l
75-25-2 Bromoform ND 0.50 ug/l
104-51-8 n-Butylbenzene ND 0.50 ug/l
135-98-8 sec-Butylbenzene ND 0.50 ug/l
98-06-6 tert-Butylbenzene ND 0.50 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 ug/l
108-90-7 Chlorobenzene ND 0.50 ug/l
75-00-3 Chloroethane ND 0.50 ug/l
67-66-3 Chloroform ND 0.50 ug/l
95-49-8 o-Chlorotoluene ND 0.50 ug/l
106-43-4 p-Chlorotoluene ND 0.50 ug/l
124-48-1 Dibromochloromethane ND 0.20 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.20 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 ug/l
64-17-5 Ethyl Alcohol ND 50 ug/l
100-41-4 Ethylbenzene ND 0.50 ug/l
33 of 41
LA6726555.1.1
Method Blank Summary Page 2 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V2K2660-MB1 2K0131116.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
CAS No.Compound Result RL Units Q
591-78-6 2-Hexanone ND 1.0 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 ug/l
98-82-8 Isopropylbenzene ND 0.50 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 ug/l
74-83-9 Methyl Bromide ND 0.50 ug/l
74-87-3 Methyl Chloride ND 0.50 ug/l
74-95-3 Methylene Bromide ND 0.50 ug/l
75-09-2 Methylene Chloride ND 0.50 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 ug/l
91-20-3 Naphthalene ND 0.50 ug/l
103-65-1 n-Propylbenzene ND 0.50 ug/l
100-42-5 Styrene ND 0.50 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 ug/l
127-18-4 Tetrachloroethylene ND 0.50 ug/l
108-88-3 Toluene ND 0.50 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.23 0.50 ug/l J
120-82-1 1,2,4-Trichlorobenzene 0.18 0.50 ug/l J
71-55-6 1,1,1-Trichloroethane ND 0.50 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 ug/l
79-01-6 Trichloroethylene ND 0.50 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 ug/l
108-05-4 Vinyl Acetate ND 0.50 ug/l
75-01-4 Vinyl Chloride ND 0.10 ug/l
m,p-Xylene ND 1.0 ug/l
95-47-6 o-Xylene ND 0.50 ug/l
1330-20-7 Xylene (total)ND 0.50 ug/l
34 of 41
LA6726555.1.1
Method Blank Summary Page 3 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V2K2660-MB1 2K0131116.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
CAS No.Surrogate Recoveries Limits
17060-07-0 1,2-Dichloroethane-D4 99%70-130%
2037-26-5 Toluene-D8 101%70-130%
460-00-4 4-Bromofluorobenzene 93%70-130%
35 of 41
LA6726555.1.1
Blank Spike/Blank Spike Duplicate Summary Page 1 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V2K2660-BS1 2K0131113.D 1 10/26/20 CP n/a n/a V2K2660
V2K2660-BSD1 2K0131114.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
67-64-1 Acetone 50 61.6 123 61.8 124 0 70-130/30
71-43-2 Benzene 20 19.9 100 19.3 97 3 70-130/30
108-86-1 Bromobenzene 20 20.9 105 20.1 101 4 70-130/30
74-97-5 Bromochloromethane 20 19.5 98 19.2 96 2 70-130/30
75-27-4 Bromodichloromethane 20 22.0 110 21.8 109 1 70-130/30
75-25-2 Bromoform 20 20.5 103 19.8 99 3 70-130/30
104-51-8 n-Butylbenzene 20 24.4 122 22.9 115 6 70-130/30
135-98-8 sec-Butylbenzene 20 22.9 115 21.8 109 5 70-130/30
98-06-6 tert-Butylbenzene 20 22.9 115 21.7 109 5 70-130/30
56-23-5 Carbon Tetrachloride 20 21.6 108 21.3 107 1 70-130/30
108-90-7 Chlorobenzene 20 21.1 106 20.5 103 3 70-130/30
75-00-3 Chloroethane 20 20.7 104 20.8 104 0 60-140/30
67-66-3 Chloroform 20 19.5 98 18.9 95 3 70-130/30
95-49-8 o-Chlorotoluene 20 22.6 113 21.2 106 6 70-130/30
106-43-4 p-Chlorotoluene 20 22.6 113 21.3 107 6 70-130/30
124-48-1 Dibromochloromethane 20 20.8 104 20.1 101 3 70-130/30
96-12-8 1,2-Dibromo-3-chloropropane 20 24.3 122 22.8 114 6 70-130/30
106-93-4 1,2-Dibromoethane 20 21.4 107 20.9 105 2 70-130/30
75-71-8 Dichlorodifluoromethane 20 17.0 85 17.0 85 0 60-140/30
541-73-1 m-Dichlorobenzene 20 21.6 108 20.4 102 6 70-130/30
95-50-1 o-Dichlorobenzene 20 21.3 107 20.2 101 5 70-130/30
106-46-7 p-Dichlorobenzene 20 21.3 107 19.9 100 7 70-130/30
75-34-3 1,1-Dichloroethane 20 20.3 102 19.7 99 3 70-130/30
107-06-2 1,2-Dichloroethane 20 18.4 92 18.2 91 1 70-130/30
75-35-4 1,1-Dichloroethylene 20 19.9 100 19.3 97 3 70-130/30
156-59-2 cis-1,2-Dichloroethylene 20 20.3 102 19.9 100 2 70-130/30
156-60-5 trans-1,2-Dichloroethylene 20 20.1 101 19.8 99 2 70-130/30
78-87-5 1,2-Dichloropropane 20 20.5 103 20.1 101 2 70-130/30
142-28-9 1,3-Dichloropropane 20 21.1 106 20.2 101 4 70-130/30
594-20-7 2,2-Dichloropropane 20 25.2 126 23.5 118 7 70-130/30
563-58-6 1,1-Dichloropropene 20 20.8 104 20.5 103 1 70-130/30
10061-01-5 cis-1,3-Dichloropropene 20 21.0 105 20.6 103 2 70-130/30
10061-02-6 trans-1,3-Dichloropropene 20 20.8 104 20.6 103 1 70-130/30
108-20-3 Di-Isopropyl Ether 20 21.0 105 20.6 103 2 70-130/30
64-17-5 Ethyl Alcohol 400 361 90 369 92 2 70-130/30
100-41-4 Ethylbenzene 20 22.4 112 21.8 109 3 70-130/30
* = Outside of Control Limits.
36 of 41
LA6726555.2.1
Blank Spike/Blank Spike Duplicate Summary Page 2 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V2K2660-BS1 2K0131113.D 1 10/26/20 CP n/a n/a V2K2660
V2K2660-BSD1 2K0131114.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
591-78-6 2-Hexanone 50 52.1 104 51.8 104 1 70-130/30
87-68-3 Hexachlorobutadiene 20 21.7 109 20.4 102 6 70-130/30
98-82-8 Isopropylbenzene 20 23.0 115 22.2 111 4 70-130/30
99-87-6 p-Isopropyltoluene 20 24.0 120 22.8 114 5 70-130/30
74-83-9 Methyl Bromide 20 19.0 95 21.1 106 10 60-140/30
74-87-3 Methyl Chloride 20 18.4 92 17.9 90 3 60-140/30
74-95-3 Methylene Bromide 20 20.2 101 20.3 102 0 70-130/30
75-09-2 Methylene Chloride 20 16.7 84 16.9 85 1 70-130/30
78-93-3 Methyl Ethyl Ketone 50 53.9 108 55.1 110 2 70-130/30
108-10-1 4-Methyl-2-pentanone 50 51.4 103 50.2 100 2 70-130/30
1634-04-4 Methyl Tert Butyl Ether 20 21.0 105 20.7 104 1 70-130/30
91-20-3 Naphthalene 20 21.7 109 20.7 104 5 70-130/30
103-65-1 n-Propylbenzene 20 22.9 115 21.6 108 6 70-130/30
100-42-5 Styrene 20 23.4 117 22.7 114 3 70-130/30
630-20-6 1,1,1,2-Tetrachloroethane 20 22.2 111 21.7 109 2 70-130/30
79-34-5 1,1,2,2-Tetrachloroethane 20 21.2 106 20.4 102 4 70-130/30
127-18-4 Tetrachloroethylene 20 21.1 106 20.4 102 3 70-130/30
108-88-3 Toluene 20 20.8 104 20.2 101 3 70-130/30
87-61-6 1,2,3-Trichlorobenzene 20 23.4 117 22.4 112 4 70-130/30
120-82-1 1,2,4-Trichlorobenzene 20 23.8 119 22.6 113 5 70-130/30
71-55-6 1,1,1-Trichloroethane 20 21.1 106 20.7 104 2 70-130/30
79-00-5 1,1,2-Trichloroethane 20 21.3 107 21.1 106 1 70-130/30
79-01-6 Trichloroethylene 20 21.3 107 20.5 103 4 70-130/30
75-69-4 Trichlorofluoromethane 20 18.0 90 17.9 90 1 60-140/30
96-18-4 1,2,3-Trichloropropane 20 20.0 100 19.6 98 2 70-130/30
95-63-6 1,2,4-Trimethylbenzene 20 23.1 116 21.8 109 6 70-130/30
108-67-8 1,3,5-Trimethylbenzene 20 23.2 116 22.1 111 5 70-130/30
108-05-4 Vinyl Acetate 20 24.3 122 23.9 120 2 70-130/30
75-01-4 Vinyl Chloride 20 18.6 93 18.6 93 0 60-140/30
m,p-Xylene 40 45.2 113 44.0 110 3 70-130/30
95-47-6 o-Xylene 20 22.9 115 22.2 111 3 70-130/30
1330-20-7 Xylene (total)60 68.1 114 66.1 110 3 70-130/30
* = Outside of Control Limits.
37 of 41
LA6726555.2.1
Blank Spike/Blank Spike Duplicate Summary Page 3 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V2K2660-BS1 2K0131113.D 1 10/26/20 CP n/a n/a V2K2660
V2K2660-BSD1 2K0131114.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
CAS No.Surrogate Recoveries BSP BSD Limits
17060-07-0 1,2-Dichloroethane-D4 89%91%70-130%
2037-26-5 Toluene-D8 100%101%70-130%
460-00-4 4-Bromofluorobenzene 101%103%70-130%
* = Outside of Control Limits.
38 of 41
LA6726555.2.1
Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
LA67225-1MS 2K0131119.D 5 10/26/20 CP n/a n/a V2K2660
LA67225-1MSD 2K0131120.D 5 10/26/20 CP n/a n/a V2K2660
LA67225-1 2K0131118.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
LA67225-1 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
67-64-1 Acetone 85.5 250 211 46* a 250 218 49* a 3 70-130/20
71-43-2 Benzene 2.3 100 95.9 93 100 95.2 93 1 70-130/20
108-86-1 Bromobenzene ND 100 92.2 92 100 94.9 95 3 70-130/20
74-97-5 Bromochloromethane ND 100 90.9 91 100 96.3 96 6 70-130/20
75-27-4 Bromodichloromethane ND 100 99.4 99 100 102 102 3 70-130/20
75-25-2 Bromoform ND 100 86.7 87 100 91.7 92 6 70-130/20
104-51-8 n-Butylbenzene 0.64 100 104 104 100 106 106 2 70-130/20
135-98-8 sec-Butylbenzene 0.45 100 99.8 100 100 101 101 1 70-130/20
98-06-6 tert-Butylbenzene ND 100 98.8 99 100 102 102 3 70-130/20
56-23-5 Carbon Tetrachloride ND 100 98.5 99 100 105 105 6 70-130/20
108-90-7 Chlorobenzene ND 100 95.0 95 100 95.7 96 1 70-130/20
75-00-3 Chloroethane ND 100 112 112 100 118 118 5 60-140/20
67-66-3 Chloroform ND 100 91.3 91 100 96.1 96 5 70-130/20
95-49-8 o-Chlorotoluene ND 100 97.8 98 100 99.6 100 2 70-130/20
106-43-4 p-Chlorotoluene ND 100 97.0 97 100 99.7 100 3 70-130/20
124-48-1 Dibromochloromethane ND 100 90.3 90 100 91.7 92 2 70-130/20
96-12-8 1,2-Dibromo-3-chloropropane ND 100 102 102 100 106 106 4 70-130/20
106-93-4 1,2-Dibromoethane 53.7 100 153 104 100 157 108 3 70-130/20
75-71-8 Dichlorodifluoromethane ND 100 81.2 81 100 87.1 87 7 60-140/20
541-73-1 m-Dichlorobenzene ND 100 91.8 92 100 94.9 95 3 70-130/20
95-50-1 o-Dichlorobenzene ND 100 91.1 91 100 94.4 94 4 70-130/20
106-46-7 p-Dichlorobenzene ND 100 90.4 90 100 92.6 93 2 70-130/20
75-34-3 1,1-Dichloroethane ND 100 95.5 96 100 100 100 5 70-130/20
107-06-2 1,2-Dichloroethane 87.4 100 171 86 100 173 88 1 70-130/20
75-35-4 1,1-Dichloroethylene ND 100 92.3 92 100 98.9 99 7 70-130/20
156-59-2 cis-1,2-Dichloroethylene ND 100 94.9 95 100 100 100 5 70-130/20
156-60-5 trans-1,2-Dichloroethylene ND 100 91.9 92 100 98.2 98 7 70-130/20
78-87-5 1,2-Dichloropropane 4.5 100 99.5 95 100 99.4 95 0 70-130/20
142-28-9 1,3-Dichloropropane ND 100 93.8 94 100 96.5 97 3 70-130/20
594-20-7 2,2-Dichloropropane ND 100 104 104 100 110 110 6 70-130/20
563-58-6 1,1-Dichloropropene ND 100 98.2 98 100 102 102 4 70-130/20
10061-01-5 cis-1,3-Dichloropropene ND 100 92.8 93 100 93.6 94 1 70-130/20
10061-02-6 trans-1,3-Dichloropropene ND 100 91.4 91 100 93.6 94 2 70-130/20
108-20-3 Di-Isopropyl Ether 5.7 100 106 101 100 108 103 2 70-130/20
64-17-5 Ethyl Alcohol ND 2000 1750 88 2000 1850 93 6 70-130/20
100-41-4 Ethylbenzene 4.3 100 107 103 100 108 104 1 70-130/20
* = Outside of Control Limits.
39 of 41
LA6726555.3.1
Matrix Spike/Matrix Spike Duplicate Summary Page 2 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
LA67225-1MS 2K0131119.D 5 10/26/20 CP n/a n/a V2K2660
LA67225-1MSD 2K0131120.D 5 10/26/20 CP n/a n/a V2K2660
LA67225-1 2K0131118.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
LA67225-1 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
591-78-6 2-Hexanone 17.0 250 192 71 250 220 82 14 70-130/20
87-68-3 Hexachlorobutadiene ND 100 88.3 88 100 87.1 87 1 70-130/20
98-82-8 Isopropylbenzene 0.59 100 104 104 100 105 105 1 70-130/20
99-87-6 p-Isopropyltoluene 0.34 100 106 104 100 108 106 2 70-130/20
74-83-9 Methyl Bromide 0.44 100 95.0 95 100 115 115 19 60-140/20
74-87-3 Methyl Chloride 0.25 100 83.4 83 100 87.3 87 5 60-140/20
74-95-3 Methylene Bromide ND 100 92.4 92 100 92.7 93 0 70-130/20
75-09-2 Methylene Chloride ND 100 86.9 87 100 126 126 37* a 70-130/20
78-93-3 Methyl Ethyl Ketone ND 250 216 86 250 231 92 7 70-130/20
108-10-1 4-Methyl-2-pentanone 11.5 250 249 100 250 245 98 2 70-130/20
1634-04-4 Methyl Tert Butyl Ether ND 100 96.2 96 100 102 102 6 70-130/20
91-20-3 Naphthalene 3.1 100 93.3 91 100 97.7 95 5 70-130/20
103-65-1 n-Propylbenzene 1.1 100 101 101 100 102 102 1 70-130/20
100-42-5 Styrene ND 100 104 104 100 105 105 1 70-130/20
630-20-6 1,1,1,2-Tetrachloroethane ND 100 98.1 98 100 99.3 99 1 70-130/20
79-34-5 1,1,2,2-Tetrachloroethane ND 100 93.1 93 100 98.9 99 6 70-130/20
127-18-4 Tetrachloroethylene 10.2 100 102 94 100 105 97 3 70-130/20
108-88-3 Toluene 32.4 100 133 97 100 133 97 0 70-130/20
87-61-6 1,2,3-Trichlorobenzene ND 100 94.5 95 100 98.6 99 4 70-130/20
120-82-1 1,2,4-Trichlorobenzene ND 100 96.4 96 100 100 100 4 70-130/20
71-55-6 1,1,1-Trichloroethane 0.25 100 98.6 99 100 105 105 6 70-130/20
79-00-5 1,1,2-Trichloroethane 4.1 100 99.1 99 100 100 100 1 70-130/20
79-01-6 Trichloroethylene ND 100 95.4 95 100 96.0 96 1 70-130/20
75-69-4 Trichlorofluoromethane ND 100 91.3 91 100 97.1 97 6 60-140/20
96-18-4 1,2,3-Trichloropropane 0.95 100 87.7 87 100 91.8 91 5 70-130/20
95-63-6 1,2,4-Trimethylbenzene 6.1 100 107 101 100 109 103 2 70-130/20
108-67-8 1,3,5-Trimethylbenzene 16.4 100 116 103 100 118 105 2 70-130/20
108-05-4 Vinyl Acetate ND 100 93.4 93 100 97.9 98 5 70-130/20
75-01-4 Vinyl Chloride ND 100 87.1 87 100 93.8 94 7 60-140/20
m,p-Xylene 58.3 200 268 104 200 271 105 1 70-130/20
95-47-6 o-Xylene 82.4 100 197 109 100 199 111 1 70-130/20
1330-20-7 Xylene (total)141 300 465 105 300 470 107 1 70-130/20
* = Outside of Control Limits.
40 of 41
LA6726555.3.1
Matrix Spike/Matrix Spike Duplicate Summary Page 3 of 3
Job Number:LA67265
Account:ATCNCR ATC Group Services LLC
Project:Pantry #3471 4940 Hwy 264W, Wilson, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
LA67225-1MS 2K0131119.D 5 10/26/20 CP n/a n/a V2K2660
LA67225-1MSD 2K0131120.D 5 10/26/20 CP n/a n/a V2K2660
LA67225-1 2K0131118.D 1 10/26/20 CP n/a n/a V2K2660
The QC reported here applies to the following samples:Method: SM 6200B
LA67265-1, LA67265-2, LA67265-3, LA67265-4, LA67265-5, LA67265-6, LA67265-7
CAS No.Surrogate Recoveries MS MSD LA67225-1 Limits
17060-07-0 1,2-Dichloroethane-D4 94%95%101%70-130%
2037-26-5 Toluene-D8 105%102%100%70-130%
460-00-4 4-Bromofluorobenzene 105%103%101%70-130%
(a) Outside control limits due to matrix interference. Blank Spike meets acceptance criteria.
* = Outside of Control Limits.
41 of 41
LA6726555.3.1