FA-707_12793_CA_MRP_20240405

2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
Telephone [phone]
www.atcgroupservices.com

April 5, 2024

Mr. Hassan Osman
North Carolina Department of Environmental Quality
Division of Waste Management – Underground Storage Tank Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Subject: Groundwater Monitoring Report
Avent’s Grocery
2275 Giddensville Road
Giddensville, Sampson County, North Carolina
NCDEQ Incident No. 12793

Dear Mr. Osman:

ATC Associates of North Carolina, P.C. (ATC) is submitting the enclosed Groundwater Monitoring Report for
the Avent’s Grocery site. The report presents investigative procedures, field activities, and laboratory analytical
results for activities conducted in January 2024.

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

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

Nick Kramer Gabriel Araos, P.E.
Project Scientist Program Manager
Direct Line: 919-573-1198 Direct Line: 919-573-1205
Email: [e-mail] Email: [e-mail]

Attachments:
1. Groundwater Monitoring Report

Prepared for:

North Carolina Department of Environmental Quality
Division of Waste Management – Underground Storage Tank Section
1646 Mail Service Center
Raleigh, North Carolina 27699

GROUNDWATER MONITORING REPORT
AVENT’S GROCERY
INCIDENT NO. 12793
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA

ATC Project No. STL1279302

Prepared by:

ATC Associates of North Carolina, P.C.
2725 E. Millbrook Road, Suite 121
Raleigh, North Carolina 27604
Telephone [phone]

Nick Kramer
Project Scientist
Direct Line: 919-573-1198
Email: [e-mail]

Gabriel Araos, P.E.
Program Manager
Direct Line: 919-573-1205
Email: [e-mail]

April 5, 2024

Avent’s Grocery
April 5, 2024
Page i

ATC Project No. STL1279302 NCDEQ State Lead Program
Table of Contents
1.0 SITE IDENTIFICATION .......................................................................................................................... 1
2.0 EXECUTIVE SUMMARY ........................................................................................................................ 3
3.0 SITE HISTORY AND CHARACTERIZATION ...................................................................................... 4
3.1 SITE CHARACTERIZATION .................................................................................................................................... 4
3.2 SITE HISTORY ................................................................................................................................................... 4
3.2.1 Avent’s Grocery Property ............................................................................................................................. 4
3.2.2 Giddensville Game Room Property .............................................................................................................. 6
4.0 GROUNDWATER ASSESSMENT ACTIVITIES .................................................................................. 7
4.1 GROUNDWATER LEVELS...................................................................................................................................... 7
4.2 GROUNDWATER QUALITY ................................................................................................................................... 7
4.3 WATER SUPPLY WELLS ....................................................................................................................................... 8
5.0 CONCLUSIONS AND RECOMMENDATIONS .................................................................................... 8

TABLES:
Table 1 – Water Supply Well Information
Table 2 – Monitoring Well Construction Information
Table 3 – Groundwater Elevation Data
Table 4 – Groundwater Analytical Results
Table 5 – Historical Groundwater Analytical Results
Table 6 – Field Parameters
Table 7 – Historical Water Supply Well Analytical Results

FIGURES:
Figure 1 – Site Topographic Map
Figure 2 – Site Map
Figure 3 – Potential Receptor Map
Figure 4 – Groundwater Elevation Contour Map
Figure 5 – Dissolved Benzene Isoconcentration Contour Map
Figure 6 – Dissolved Naphthalene Isoconcentration Contour Map

APPENDICES:
Appendix A – Photographs
Appendix B – Field Notes
Appendix C – Laboratory Analytical Results
Appendix D – GSI Mann-Kendall Toolkits

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April 5, 2024
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ATC Project No. STL1279302 NCDEQ State Lead Program
1.0 SITE IDENTIFICATION

1a. Site Identification – Avent’s Grocery
Date of Report: 04/05/2024 UST Number (if known): FA-707
Facility I.D.: Not Available UST Incident Number (if known): 12793
Site Risk: High Site Rank: Not Available Land Use Category: Not Available
Site Name: Former Avent’s Grocery
Site Street Address: 2275 Giddensville Road
City/Town: Giddensville Zip Code:28341 County: Sampson
Description of Geographical Data Point: Onsite building
Location Method: Google Earth
Latitude (decimal degrees): 35.138877 N Longitude (decimal degrees): 78.218597 W

1b. Site Identification – Former Giddensville Game Room
Facility I.D.: Not Available UST Incident Number (if known): 3550 (Closed)
Site Risk: High Site Rank: Not Available Land Use Category: Not Available
Site Name: Giddensville Game Room
Site Street Address: Intersection of Giddensville Road and Goshen Church Road
City/Town: Giddensville Zip Code:28341 County: Sampson
Description of Geographical Data Point: Onsite building
Location Method: Google Earth
Latitude (decimal degrees): 35.139197 N Longitude (decimal degrees): 78.217774 W

2a. Information about Contacts Associated with UST System – Avent’s Grocery
UST Owner: Bass Oil Company (Dissolved)
Address: Not Available Tel.: Not Available
UST Operator: Unknown
Address: Not Applicable Tel. Not Applicable
Property Owner: Joan B. Troublefield
Address: 8621 Faison Highway, Faison, NC 28341 Tel.: [phone]
Property Occupant: El Lucero (restaurant)
Address: 2275 Giddensville Rd, Giddensville, NC 28341
Tel: [phone]

2b. Information about Contacts Associated with UST System – Former Giddensville Game Room
UST Owner: Norwood O. King
Address: 740 Goshen Church Rd, Faison, NC 28341 Tel.: Not Available
UST Operator: Unknown
Address: Not Applicable Tel. Not Applicable
Property Owner: Norwood King
Address: 740 Goshen Church Rd, Faison, NC 28341 Tel.: Not Available
Property Occupant: Mechanic Shop – Vacant
Address: Intersection of Giddensville Rd and Goshen Church Rd, Giddensville, NC 28341
Tel: Not Applicable

Consultant/Contractor: ATC Associates of North Carolina, P.C.
Address: 2725 E. Millbrook Road, Suite 121, Raleigh, NC 27604 Tel.: [phone]
Analytical Laboratory: SGS North America, Inc. State Certification No. 487
Address: 500 Ambassador Caffery, Scott, LA 70583 Tel: [phone]
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ATC Project No. STL1279302 NCDEQ State Lead Program
2.0 EXECUTIVE SUMMARY

ATC Associates of North Carolina, P.C. (ATC) has completed a Groundwater Monitoring Report for the
former Avent’s Grocery site. This report documents a limited groundwater and water supply well sampling
event conducted at the site on January 30, 2024. The monitoring activities are being performed based on
a January 16, 2024, Task Authorization (TA-02) by the Trust Fund Branch of the Underground Storage
Tank (UST) Section, Division of Waste Management, North Carolina Department of Environmental Quality
(NCDEQ). The work is being performed as part of the State Lead Contract N70522-B between NCDEQ and
ATC.

The site consists of two properties (Avent’s Grocery – Incident #12793 and Giddensville Game Room -
Incident #3550 [closed]) associated with separate releases. Both properties are located at the intersection
of Goshen Church Road and Giddensville Road in Giddensville, Sampson County, North Carolina. The
Avent’s property is developed with one single-story building occupied by El Lucero (a restaurant). Eight
monitoring wells (MW-1, MW-2, MW-3R, MW-4R, MW-5, MW-6R, MW-10, and MW-11) are associated with
the site. The Giddensville Game Room site is developed with a vacant one-story building and the property
is used for storing vehicles. Four monitoring wells (GMW-1R through GMW-4R) are located on the property.
Twenty water supply wells are also located within 1,000 feet of the site. Municipal water is not available to
the site or the site vicinity.

On January 30, 2024, groundwater samples were collected from monitoring wells MW-1, MW-10, MW-11,
and GMW-4R and water supply well WSW-6. Laboratory analytical results from the groundwater sampling
event indicate petroleum constituents in monitoring wells MW-1, MW-10, and GMW-4R above the Title 15A
NCAC 02L .0202 Groundwater Quality Standards (2L Standards). No compounds were detected above 2L
Standards in MW-11. No compounds were identified at concentrations exceeding the corresponding Gross
Contamination Levels (GCLs). Compounds for the wells are generally stable, decreasing, or have no
discernable trend, with the exception of ethylbenzene, total xylenes, and naphthalene in well GWM-4R,
which indicate an increasing trend. As a result, it appears natural attenuation may not be occurring at the
site.

During the sampling event, a groundwater sample was collected from water supply well WSW-6. ATC was
unable to collect groundwater samples from WSW-2A or WSW-19. The onsite building associated with
WSW-19 was vacant and the well did not have power. During the event, the owner of WSW-2 stated that
the well pump was inactive and could not be sampled; however, public water is not available in the area.
Laboratory analytical results indicated concentrations of acetone and ethyl alcohol at estimated
concentrations in water supply well WSW-6. These compounds have been historically detected in WSW-6.
Additionally, acetone and ethyl alcohol were also detected in the trip blank sample at similar concentrations
and therefore may be laboratory artifacts.

If funding allows, ATC recommends installing one vertical extent well next to MW-1 to delineate the vertical
extent of the groundwater plume and assessing remedial alternatives for the site. In the interim, ATC
recommends semi-annual water supply well sampling and annual sampling of select groundwater
monitoring wells.

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ATC Project No. STL1279302 NCDEQ State Lead Program
3.0 SITE HISTORY AND CHARACTERIZATION

3.1 SITE CHARACTERIZATION

The site consists of two properties located across the street from each other (Avent’s Grocery – Incident #12793
and Giddensville Game Room - Incident #3550 [closed]). Both properties are located at the intersection of
Goshen Church Road and Giddensville Road in Giddensville, Sampson County, North Carolina.

The Avent’s Grocery property is developed with a single-story building occupied by El Lucero (a restaurant).
The former Avent’s Grocery UST system consisted of two 1,000-gallon gasoline USTs and one 550-gallon
gasoline UST. The UST system was taken out of operation in December of 1993 when the USTs were removed
from the site. Eight monitoring wells (MW-1, MW-2, MW-3R, MW-4R, MW-5, MW-6R, MW-10, and MW-11)
are associated with the site. The former Giddensville Game Room UST system consisted of three 1,000-
gallon gasoline USTs as well as one 500-gallon UST and one 750-gallon orphan UST of unknown contents.
The Giddensville Game Room UST system was closed by removal in 1992. The Giddensville Game Room
site is developed with a vacant one-story building and the property is used to store vehicles.

The properties are divided by Giddensville Road to the east of the former Avent’s Grocery property and west
of the former Giddensville Game Room property. The properties are each bounded by Goshen Church Road
to the north, and residential properties to the north and south. A volunteer fire department is located west of
former Avent’s Grocery. Surrounding properties are characterized by residential, agricultural, and commercial
use. Twenty water supply wells are located within 1,000 feet of the site, seventeen of which are used for potable
purposes, one which is used for irrigation purposes, and two which are inactive. One water supply well (WSW-
19) is located on the former Avent’s Grocery site and is used for drinking purposes. One water supply well
(WSW-6) is located on the former Giddensville Game Room property and is used for drinking purposes.
Municipal water is not available to the site or site vicinity. Water supply well ownership information is included
in Table 1. A site topographic map is included as Figure 1 and a site map depicting monitoring well locations
and other pertinent site features is included as Figure 2. A Potential Receptor Map showing water supply well
locations is included as Figure 3. Site photographs are included as Appendix A.

3.2 SITE HISTORY

3.2.1 Avent’s Grocery Property

Investigative activities at the Avent’s Grocery site were first conducted by Associated Environmental
Consultants and Engineers, Inc., in December 1993 during closure of the UST system. The UST system
consisted of two 1,000-gallon gasoline USTs and one 550-gallon gasoline UST. During the UST system
removal, approximately 100 tons of impacted soil was removed from the site. Soil samples collected
following excavation activities indicated total petroleum hydrocarbons (TPH) exceeded applicable Action
Levels.

Initial Site Characterization activities were conducted in June 1994. During the activities, monitoring wells
MW-1, MW-2, and MW-3 were installed and sampled. Groundwater samples indicated exceedances of 2L
Standards.

A Comprehensive Site Assessment (CSA) was performed in 1994. During the CSA, monitoring wells MW-
4 through MW-10 were installed. A groundwater sampling event indicated exceedances of groundwater
above 2L Standard. Groundwater and water supply well sampling events were performed periodically at
the site from June 1994 through May 2013.

In February 2015, ATC conducted a groundwater and water supply well sampling event. Results from the
groundwater monitoring event indicate volatile organic compound (VOC) impact, including petroleum
constituents, in monitoring wells MW-1 and MW-5 above 2L Standards. No compounds were detected above
GCLs. ATC collected samples from water supply wells WSW-6, WSW-16, WSW-19, and WSW-22.
Laboratory analytical results indicated concentrations of acetone below the 2L Standards in water supply
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ATC Project No. STL1279302 NCDEQ State Lead Program
wells WSW-6, WSW-19, and WSW-22. No compounds were detected in the sample collected from WSW-
16.

ATC submitted a Groundwater Monitoring Report on April 15, 2015, documenting a February 18, 2015,
groundwater monitoring event. ATC recommended performing a geophysical survey at the site in an attempt
to locate monitoring wells that could not be found during the February 2015 sampling event. In addition,
ATC recommended an aggressive fluid vapor recovery event on monitoring wells MW-1 and MW-5 in order
to reduce contaminant concentrations at the site.

In April 2016, ATC conducted a groundwater and water supply well sampling event. Results from the
groundwater monitoring event indicated VOC impact, including petroleum constituents, in monitoring wells
MW-1, MW-2, and MW-10 above the 2L Standards. No compounds were detected above GCLs. ATC
collected groundwater samples from water supply wells WSW-11, WSW-16, WSW-19, WSW-21, WSW-22,
and WSW-23. No petroleum constituents were detected in any of the water supply well samples above the
laboratory detection limits.

On August 18, 2016, The John R. McAdams Company (McAdams) conducted a ground penetrating radar
(GPR) survey to attempt to locate monitoring wells MW-3 through MW-9. Several possible well locations
were inspected; however, only monitoring wells MW-5 and MW-7 were located. The results of the GPR
survey were documented in a December 27, 2016, letter from McAdams.

ATC submitted a Groundwater Monitoring Report on January 4, 2018, documenting an October 2017
groundwater monitoring event. Results from the event indicated petroleum constituents in monitoring wells
MW-1, MW-2, MW-5, MW-7, and MW-10 above the 2L Standards. ATC collected samples from water
supply wells WSW-11, WSW-19, and WSW-22. No petroleum constituents were detected in any of the
water supply well samples above the laboratory detection limits.

On April 2, 2018, ATC installed ORS sleeves in well MW-1, MW-2, and MW-5. ATC submitted a
Groundwater Monitoring Report on December 6, 2018, documenting an October 2018 groundwater
monitoring event. ATC collected samples from monitoring wells MW-1, MW-2, and MW-10 (MW-5 and
MW-7 were not located). Results from the groundwater monitoring event indicated petroleum constituents
in all sampled wells above the 2L Standards. No compounds exceeded the GCLs. The ORS sleeves
installed in April 2018 were effective in reducing contaminant concentrations in well MW-2; however, the
sleeves did not appear effective in MW-1. ATC also collected samples from water supply wells WSW-11
and WSW-19. No petroleum constituents were detected in any of the water supply well samples above the
laboratory detection limits.

On January 14, 2019, ATC supervised the installation of monitoring wells MW-3R, MW-4R, and MW-6R to
replace previously destroyed wells. A subsequent limited sampling event indicated petroleum constituents in
monitoring wells MW-4R, MW-5, and MW-6R above the 2L Standards. A Groundwater Monitoring Report
was submitted on March 25, 2019, to document the activities.

On August 6, 2019, ATC installed an additional offsite monitoring well (MW-11) in order to delineate the
southern extent of the constituent plume. No constituents were detected in MW-11 exceeding their
respective 2L Standards. A Groundwater Sampling Letter Report was submitted on October 15, 2019.

On February 27, 2020, ATC conducted a groundwater sampling event. Results from the event indicated
petroleum constituents in monitoring wells MW-1, MW-4R, MW-5, MW-10, and GMW-4R above the 2L
Standards. A Groundwater Monitoring Report was submitted on April 27, 2020.

On March 1, 2021, ATC conducted a groundwater sampling event. Results from the event indicated
petroleum constituents in monitoring wells MW-1 and GMW-4R above the 2L Standards. A Groundwater
Monitoring Report was submitted on April 13, 2021.

On May 10, 2022, ATC sampled water supply wells WSW-2A and WSW-19. Based on the results,
naphthalene was detected in WSW-2 at a concentration of 1.04 micrograms per liter (µg/L), below the 2L
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ATC Project No. STL1279302 NCDEQ State Lead Program
Standard. Naphthalene was also detected in the laboratory blank associated with the sample, so the
naphthalene detected in the water supply well sample may not be indicative of site conditions. A
Groundwater Sampling Letter Report was submitted on June 1, 2022.

On August 31, 2023, ATC submitted a Groundwater Sampling Letter Report documenting water supply well
sampling activities conducted in June 2023. On June 22, 2023, ATC mobilized to the site sample active
potable water supply wells WSW-2, WSW-6, and WSW-19. Based on the results, ethyl alcohol (16.1
micrograms per liter – µg/L) was detected in WSW-6; however, ethyl alcohol does not have a Title 15A
NCAC 02L .0202 Groundwater Quality (2L) Standard, but does have a Interim Maximum Allowable
Concentration (IMAC) of 4,000 (µg/L). Ethyl alcohol has not been previously detected in WSW-6. No other
compounds were detected in the samples.

3.2.2 Giddensville Game Room Property

The Giddensville Game Room operated as a UST retail petroleum facility from 1972 to 1980. The UST
system consisted of three 1,000-gallon gasoline USTs that were operated by the current property owner’s
(Mr. Norwood King) now deceased father. In 1980, Mr. King inherited the property and subsequently, Royal
State Construction Company installed one 6,000-gallon diesel above ground storage tank (AST) without
permission from Mr. King. In 1987, a diesel spill occurred from the AST which resulted in the removal of the
AST and the excavation of impacted soil for off-site disposal.

A Preliminary Contamination Assessment was performed in April 1992. During the assessment, the three
USTs were gauged for product and soil samples were collected. Soil samples indicated gasoline range
(GRO) TPH at concentrations exceeding Action Levels. Samples were collected from monitoring wells
GMW-1, GMW-2, and GMW-3, which were installed during previous investigations. Groundwater results
indicated concentrations exceeding applicable standards. Note that the wells associated with the site were
formally identified as MW-1 through MW-3, but were later renamed when the site was combined Avent’s
Grocery.

A UST Closure Report was submitted on September 15, 1992. The report documented the closure of the
three 1,000-gallon gasoline USTs. In addition, two orphan tanks were found and removed, one 500-gallon
UST and one 750-gallon UST both with unknown previous contents. Following tank removal, approximately
540 tons of soils were removed from the site. Over excavation samples indicated soil exceeding GRO and
diesel range (DRO) TPH concentrations above Action Levels.

A receptor survey and groundwater and water supply well sampling event were performed in May and June
1997. During the sampling event, monitoring wells GMW-1 and GMW-2 were found to be destroyed.
Groundwater samples were collected from monitoring wells GMW-3 and GMW-4 and four water supply
wells. Petroleum compounds were not detected in any of the monitoring or water supply wells. Groundwater
and water supply well sampling events were also performed in November 1997 and April 1998.

On December 22, 2006, a Soil and Groundwater Assessment and Water Supply Well Sampling Report was
submitted. During the assessment, monitoring wells GMW-1R through GMW-4R were installed and
sampled. Results indicated all wells were impacted above 2L Standards. Soil sampling indicated soil at the
site was impacted above Action Levels. In addition, a receptor survey identified numerous potable water
supply wells within 1,000 feet of the site and one surface water body within 360 feet of the site. Periodic
monitoring well and water supply well sampling was performed at the site between August 2009 and April
2013.

ATC submitted a Groundwater Monitoring Report on April 15, 2015, documenting a February 2015
groundwater monitoring event. The laboratory analytical results indicated the presence of naphthalene at a
concentration above 2L Standard in monitoring well GMW-2R. ATC recommended performing a soil
assessment to determine the extent of impacted soil at the site and continued groundwater monitoring at
the site.

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ATC Project No. STL1279302 NCDEQ State Lead Program
ATC submitted a Groundwater Monitoring Report on July 7, 2016, documenting an April 6, 2016,
groundwater monitoring event. The laboratory analytical results indicated the presence of several petroleum
compounds in GMW-4R above 2L Standards. ATC recommended the installation of one off-site monitoring
well south of the site, installing oxygen releasing socks in GMW-4R, and semi-annual sampling of the
monitoring and surrounding water supply wells.

ATC submitted a Groundwater Monitoring Report on January 4, 2018, documenting an October 27, 2017,
groundwater monitoring event. Monitoring well GMW-1R could not be located and a vehicle without wheels
was parked over monitoring well GMW-4R. Samples were collected from monitoring wells GMW-2R and
GMW-3R. Benzene was detected in GMW-3R exceeding the 2L Standards.

ATC submitted a Groundwater Sampling Letter Report on December 6, 2018, documenting an October 2018
groundwater monitoring event. During the sampling event, GMW-1R and GMW-2R were unable to be located.
Laboratory analysis detected benzene concentrations in GMW-4R exceeding the 2L Standards.

ATC submitted a Groundwater Sampling Letter Report on June 7, 2019, documenting an April 1, 2019,
groundwater monitoring event. Monitoring wells GMW-1R and GMW-2R could not be located during the
sampling event. Laboratory analysis detected several petroleum constituents in GMW-3R and GMW-4R
exceeding their 2L Standards. Additionally, indeno(1,2,3-cd)pyrene was detected in GMW-3R above GCLs.
Based on conversations with NCDEQ, ATC recommended closing the Giddensville Game Room incident and
continuing assessment under the Avent’s Grocery incident. A Notice of Residual Petroleum was filed with the
Sampson County Register of Deeds on August 5, 2019, and the incident was issued a Notice of No Further
Action.

ATC submitted a Groundwater Monitoring Report on January 16, 2023, documenting a December 2022
groundwater monitoring event. On December 8, 2022, groundwater samples were collected from monitoring
wells MW-1, MW-10, MW-11, and GMW-4R and water supply wells WSW-6 and WSW-19. Results from the
groundwater sampling event indicate petroleum constituents in monitoring wells MW-1, MW-10, and GMW-
4R exceeding applicable 2L Standards. No compounds were detected above 2L Standards in MW-11. No
compounds were identified exceeding their respective GCLs. No compounds were detected in water supply
wells WSW-6 or WSW-19.

4.0 GROUNDWATER ASSESSMENT ACTIVITIES

4.1 GROUNDWATER LEVELS

ATC mobilized to the Avent’s Grocery and Giddensville Game Room properties on January 30, 2024, to collect
groundwater samples from monitoring wells MW-1, MW-10, MW-11, and GMW-4R. Depth to groundwater
measurements ranged from 1.88 feet below ground surface (bgs) in MW-1 and 2.65 feet bgs in MW-11. LNAPL
was not detected at the site, nor has it been detected at the site historically. Based on the January 2024
groundwater gauging event, groundwater flows to the southwest across the sites, which is consistent with
historical data. Monitoring well construction details are summarized in Table 2 and current and historical
groundwater elevation data are includes in Table 3. A groundwater elevation contour map is included as
Figure 4. Field notes from the groundwater sampling event are included as Appendix B.

4.2 GROUNDWATER QUALITY

On January 30, 2024, groundwater samples were collected from monitoring wells MW-1, MW-10, MW-11, and
GMW-4R. The groundwater samples were placed in laboratory-supplied containers, entered into chain-of-
custody control, placed on ice, and shipped to SGS North America Inc. (SGS) in Lafayette, Louisiana, for
analysis. Groundwater samples were analyzed for VOCs by Standard Method 6200B.

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ATC Project No. STL1279302 NCDEQ State Lead Program
The laboratory analytical results detected the following compounds at concentrations above the 2L Standards:

 MW-1: benzene (3.3 µg/L);
 MW-10: benzene (5.8 µg/L), ethylbenzene 604 µg/L), total xylenes (782 µg/L), naphthalene (114
µg/L); and
 GMW-4R: benzene (12.5 µg/L), naphthalene (72 µg/L)

No compounds were detected above the GCLs. No compounds were detected above 2L Standards in well
MW-11. Current groundwater analytical data is summarized in Table 4. Historical groundwater analytical data
is summarized in Table 5. Field parameters collected during the sampling event are shown in Table 6.
Dissolved benzene and naphthalene isoconcentration contour maps are included as Figure 5 and Figure
6, respectively. The laboratory analytical report and chain-of-custody forms are included in Appendix C.

ATC utilized GSI Mann-Kendall Toolkits to determine concentration trends for wells MW-1, MW-10, and
GMW-4R. Concentrations for well MW-1 indicate a decreasing trend for benzene, no trend for toluene,
ethylbenzene, and total xylenes, and a stable trend for naphthalene. Concentrations in well MW-10 indicate
a decreasing trend for benzene and no trend for naphthalene. Concentrations in well GWM-4R indicate
increasing trends for ethylbenzene, total xylenes, and naphthalene, a stable trend for benzene, and a
decreasing trend for toluene. GSI Mann-Kendall Toolkits are included as Appendix D.

As part of ATC’s quality assurance and quality control (QA and QC) measures, a data review of the laboratory
report was conducted. During the review, it was concluded that samples were received by the laboratory in
acceptable condition and properly preserved. The samples were analyzed within the correct holding times,
and the chain of custody was properly completed by all parties. The laboratory QC report shows an internal
blank was analyzed for each method that was used for the original samples. The laboratory fortified blank
(LFB) and laboratory control sample (LCS) data results were also provided for each analytical method.
Refer to the laboratory report in Appendix C for details regarding QA results for the laboratory samples
and any noted exceptions. Overall, ATC concludes that the laboratory results are usable and any
exceptions do not significantly impact the conclusions presented in this report.

4.3 WATER SUPPLY WELLS

Twenty water supply wells are located within 1,000 feet of the site. On January 30, 2024, ATC collected a
groundwater sample from water supply well WSW-6. ATC attempted to sample wells WSW-2A and WSW-
19 during the event. However, the owner of WSW-2A stated that the well is currently inactive. Additionally,
based on field observations, the site occupant may have vacated the property and shutdown electricity to
the on-site water supply well. Samples were collected in laboratory-approved containers, packed in ice, and
delivered under chain-of-custody protocol to SGS to analyze for VOCs by Method 6200B. Acetone and
ethyl alcohol were detected at estimated concentrations in water supply well WSW-6. These compounds
have been historically detected in WSW-6 and may be laboratory artifacts. The QA/QC measures and
conditions applicable to the monitoring well sampling also applies to the water supply well sampling. Table
7 presents the current and historical water supply well analytical results. The laboratory analytical report is
included in Appendix C.

5.0 CONCLUSIONS AND RECOMMENDATIONS

On behalf of the Trust Fund Branch of the UST Section, ATC has completed a Groundwater Monitoring
Report documenting a sampling event performed in January 2024 for the Avent’s Grocery and Giddensville
Game Room properties, located the intersection of Giddensville Road and Goshen Church Road in
Giddensville, Sampson County, North Carolina.

On January 30, 2024, groundwater samples were collected from monitoring wells MW-1, MW-10, MW-11, and
GMW-4R. Results from the groundwater sampling event indicate petroleum constituents in monitoring wells
MW-1, MW-10, and GMW-4R above the 2L Standards. No compounds were detected above 2L Standards
in MW-11. No compounds were identified exceeding the GCLs. Compounds for the wells are generally stable,
decreasing, or have no discernable trend, with the exception of ethylbenzene, total xylenes, and
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ATC Project No. STL1279302 NCDEQ State Lead Program
naphthalene in well GWM-4R, which indicate an increasing trend. As a result, it appears natural attenuation
may not be occurring at the site.

During the sampling event, a groundwater sample was collected from water supply well WSW-6. ATC was
unable to collect groundwater samples from WSW-2A or WSW-19. The onsite building associated with
WSW-19 was vacant and the well did not have power. During the event, the owner of WSW-2 stated that
the well pump was inactive and could not be sampled; however, public water is not available in the area.
Laboratory analytical results indicated concentrations of acetone and ethyl alcohol at estimated
concentrations in water supply well WSW-6. These compounds have been historically detected in WSW-6.
Additionally, acetone and ethyl alcohol were also detected in the trip blank sample at similar concentrations
and therefore may be laboratory artifacts.

If funding allows, ATC recommends installing one vertical extent well next to MW-1 to delineate the vertical
extent of the groundwater plume and assessing remedial alternatives for the site. In the interim, ATC
recommends semi-annual water supply well sampling and annual sampling of select groundwater
monitoring wells.
Avent’s Grocery

ATC Project No. STL1279302 NCDEQ State Lead Program
TABLES
TABLE 1
WATER SUPPLY WELL INFORMATION
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
Well #Well Owner
Owner
Contact
Information
Property Address Well Use Well Depth
(feet)
Distancefrom
Source Area
(feet)
Upgradient or
Downgradient
WSW-1
Norwood King
740 Goshen Church Road
Faison, NC 28341
910-267-2836 Giddensville Road and
Goshen Church Road Inactive Unknown 200 Upgradient
WSW-2 Active - Potable Unknown 200 Downgradient
WSW-2A Active - Irrigation Unknown 200 Downgradient
WSW-3
Maria Gomez
2242 Giddensville Road
Faison, NC 28341
910-284-4489 2242 Giddensville
Road Active - Potable Unknown 360 Crossgradient
WSW-6
Norwood King
740 Goshen Church Road
Faison, NC 28341
910-267-2836 Giddensville Road and
Goshen Church Road Active - Potable Unknown 400 Upgradient
WSW-7
Alejandra Carreon
PO Box 721
Faison, NC 28341
910-267-1201 275 Goshen Church
Road Active - Potable Unknown 840 Upgradient
WSW-11
Piney Grove Volunteer Fire
Department, Inc.
471 Goshen Church Road
Faison, NC 28341
910-289-7590 471 Goshen Church
Road Active - Potable 185 450 Crossgradient
WSW-13
Victor Jaimes
2116 Giddensville Road
Faison, NC 28341
Not Available 2116 Giddensville
Road Active - Potable Unknown 780 Crossgradient
WSW-15
Giddensville Church
Giddensville Church Road
Faison, NC 28341
Not Available 2145 Giddensville
Church Road Active - Potable Unknown 600 Crossgradient
WSW-16
Stella Velasquez
2376 Giddensville Road
Faison, NC 28341
Not Available 2324 Giddensville
Road Active - Potable Unknown 470 Upgradient
WSW-17
Stella Velasquez
2376 Giddensville Road
Faison, NC 28341
Not Available 2376 Giddensville
Road Active - Potable Unknown 640 Upgradient
WSW-18 Active - Potable Unknown 820 Upgradient
WSW-18A Active - Potable Unknown 920 Upgradient
WSW-19
Joan Troublefield
8261 Faison Highway
Faison, NC 28341
910-533-3591 2275 Giddensville
Road Active - Potable Unknown 143 Crossgradient
WSW-20
William Burch
639 Burch Road
Faison, NC 28341
910-267-5271 270, 298, and 300
Goshen Church Road Active - Potable Unknown 800 Upgradient
WSW-21
Jamie Morales
2270 Giddensville Road
Faison, NC 28341
Not Available 2270 Giddensville
Road Active - Potable Unknown 460 Upgradient
WSW-22
Juana Hernandez
1310 Giddensville Road
Faison, NC 28341
Not Available 440 Goshen Church
Road
Active - Cooking,
bathing, etc.Unknown 460 Crossgradient
WSW-23
Angel Garcia
2383 Giddensville Road
Faison, NC 28341
Not Available 2383 Giddensville
Road Active - Potable Unknown 500 Crossgradient
WSW-24
Lisa Gardner
2413 Giddensville Road
Faison, NC 28341
Not Available 2413 Giddensville
Road Active - Potable Unknown 820 Crossgradient
WSW-25
Federico Flores
539 Onerman Road
Goldsboro, NC 27530
Not Available Goshen Church Road Inactive Unknown 580 Upgradient
Notes:
2. Property owner information based on Sampson County NC GIS.
3. Only water supply wells located within 1,000 feet of the site are included in this table.
Brenda Blackmon
2241 Giddensville Road
Faison, NC 28341
2241 Giddensville
Road
Lauro Velasquez
2440 Giddensville Road
Faison, NC 28341
2418 Giddensville
Road
1. Water supply well information based on historical reports.
910-267-8651
Not Available
Page 1 of 1
TABLE 2
MONITORING WELL CONSTRUCTION INFORMATION
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
Well ID Date
Installed
Well
Diameter
(inches)
Screened
Interval (feet)
Total Depth
(feet)Status
MW-1 6/1/1994 2 3-13 13 Active
MW-2 6/1/1994 2 5-15 15 Active
MW-3 6/1/1994 2 5-15 15 Missing
MW-3R 1/14/2019 2 3-13 13 Active
MW-4 11/1/1994 2 5-15 15 Destroyed
MW-4R 1/14/2019 2 3-13 13 Active
MW-5 11/1/1994 2 3-13 13 Active
MW-6 11/1/1994 2 5-15 15 Destroyed
MW-6R 1/14/2019 2 3-13 13 Active
MW-7 11/1/1994 2 5-15 15 Missing
MW-8 11/1/1994 2 3-13 13 Missing
MW-9 11/1/1994 2 3-13 13 Missing
MW-10 11/1/1994 2 3-13 13 Active
MW-11 8/6/2019 2 3-13 13 Active
GMW-1 Unknown Unknown Unknown Unknown Destroyed
GMW-1R 10/18/2006 2 2-15 15 Active
GMW-2 Unknown Unknown Unknown Unknown Destroyed
GMW-2R 10/18/2006 2 2-15 15 Active
GMW-3 Unknown Unknown Unknown Unknown Destroyed
GMW-3R 10/18/2006 2 2-15 15 Active
GMW-4 Unknown Unknown Unknown Unknown Destroyed
GMW-4R 10/18/2006 2 2-15 15 Active
Page 1 of 1
TABLE 3
GROUNDWATER ELEVATION DATA
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D. Date
Measured
TOC
Elevation
(ft)
Depth to
LNAPL (ft)
Depth to
Groundwater
(ft)
LNAPL
Thickness (ft)
Groundwater
Elevations (ft)
9/24/2010 --4.26 --95.62
5/13/2013 --2.72 --97.16
2/18/2015 --0.84 --99.04
4/6/2016 --2.30 --97.58
10/27/2017 --3.03 --96.85
10/9/2018 --2.75 --97.13
2/27/2020 --0.00*--99.88
3/1/2021 --0.00*--99.88
10/14/2021 --4.13 --95.75
12/8/2022 --5.39 --94.49
1/30/2024 --1.88 --98.00
9/24/2010 --3.82 --95.14
5/13/2013 --2.29 --96.67
2/18/2015
4/6/2016 --2.02 --96.94
10/27/2017 --6.00 --92.96
10/9/2018 --2.22 --96.74
2/27/2020
3/1/2021
10/14/2021 --3.75 --95.21
9/24/2010
5/13/2013
2/18/2015
4/6/2016
10/27/2017
1/18/2019 --1.32 --98.11
2/27/2020 --2.65 --96.78
3/1/2021 --2.11 --97.32
9/24/2010 --3.53 --95.20
5/13/2013
1/18/2019 --0.91 --99.01
2/27/2020 --2.50 --97.42
10/14/2021 --4.49 --95.43
9/24/2010 --3.48 --95.50
5/13/2013 --1.83 --97.15
2/18/2015 --0.16 --98.82
4/6/2016
10/27/2017 --2.27 --96.71
10/9/2018
1/18/2019 --0.00 --98.98
2/27/2020 --1.28 --97.70
3/1/2021
10/14/2021 --3.47 --95.51
9/24/2010
5/13/2013
1/18/2019 --0.50 --99.47
2/27/2020
3/1/2021
10/14/2021
Notes:
1. TOC = Top of well casing.
2. -- = LNAPL product not detected
3. * = Groundwater encountered at top of well casing.
4. LNAPL = Light non-aqueous phase liquid
MW-1 99.88
MW-2 98.96
MW-4R 99.92
MW-5 98.98
MW-6R
MW-3 99.12
MW-6
MW-4
Not Located
Not Located
99.97
Not Located
99.43
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Underwater
Not Located
Destroyed
Underwater
Not Located
Destroyed
MW-3R
Underwater
99.96
98.73
Page 1 of 3
TABLE 3
GROUNDWATER ELEVATION DATA
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D. Date
Measured
TOC
Elevation
(ft)
Depth to
LNAPL (ft)
Depth to
Groundwater
(ft)
LNAPL
Thickness (ft)
Groundwater
Elevations (ft)
9/24/2010
5/13/2013 --2.48 --96.92
2/18/2015
4/6/2016
10/27/2017 --2.75 --96.65
10/9/2018
2/27/2020
3/1/2021
9/24/2010
5/13/2013
2/18/2015
4/6/2016
10/27/2017
3/1/2021
9/24/2010
5/13/2013
2/18/2015
4/6/2016
10/27/2017
9/24/2010 --4.12 --94.84
5/13/2013 --2.47 --96.49
2/18/2015
4/6/2016 --2.45 --96.51
10/27/2017 --2.86 --96.10
10/9/2018 --2.39 --96.57
2/27/2020 --1.93 --97.03
3/1/2021
10/14/2021 --4.07 --94.89
12/8/2022 --5.01 --93.95
1/30/2024 --2.55 --96.41
8/7/2019 --6.15 --93.16
2/27/2020 --2.17 --97.14
3/1/2021 --1.75 --97.56
10/14/2021 --5.45 --93.86
12/8/2022 --6.31 --93.00
1/30/2024 --2.65 --96.66
4/14/1992 --4.17 --95.83
Unknown
11/8/2006 --3.32 --96.68
8/5/2009 --4.28 --95.72
3/19/2010 --2.74 --97.26
9/1/2010 --5.55 --94.45
12/2/2010 --4.86 --95.14
4/30/2013 --3.20 --96.80
2/19/2015 --3.06 --96.94
4/6/2016 --4.41 --95.59
10/27/2017
10/9/2018
4/1/2019
2/27/2020
Notes:
1. TOC = Top of well casing.
2. -- = LNAPL product not detected
3. * = Groundwater encountered at top of well casing.
4. LNAPL = Light non-aqueous phase liquid
MW-10 98.96
MW-11 99.31
MW-7 99.40
MW-8
GMW-1R
99.75
100.00
Not Located
100.00
Destroyed
Not Located
Not LocatedMW-9 97.75
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Not Located
Underwater
Not Located
Not Located
Not Located
Not Located
Not Located
GMW-1
Not Located
Not Located
Inaccessible - covered by junk car
Page 2 of 3
TABLE 3
GROUNDWATER ELEVATION DATA
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D. Date
Measured
TOC
Elevation
(ft)
Depth to
LNAPL (ft)
Depth to
Groundwater
(ft)
LNAPL
Thickness (ft)
Groundwater
Elevations (ft)
4/14/1992 --4.38 --95.62
Unknown
11/8/2006 --2.36 --96.88
8/5/2009 --3.12 --96.12
3/19/2010 --1.46 --97.78
9/1/2010 --4.66 --94.58
12/2/2010 --4.02 --95.22
4/30/2013 --2.62 --96.62
2/19/2015 --3.32 --95.92
4/6/2016 --3.67 --95.57
10/27/2017 --4.20 --95.04
10/9/2018
4/1/2019
2/27/2020
4/14/1992 --3.73 --96.27
Unknown
11/8/2006 --2.54 --95.07
8/5/2009 --3.10 --94.51
3/19/2010 --1.00 --96.61
9/1/2010 --3.88 --93.73
12/2/2010 --3.28 --94.33
4/30/2013 --2.41 --95.20
2/19/2015
4/6/2016
10/27/2017 --3.41 --94.20
10/9/2018 --2.70 --94.91
4/1/2019 --2.10 --95.51
2/27/2020 101.36 --0.00*--101.36
4/14/1992 --3.83 --96.17
Unknown
11/8/2006 --3.85 --93.90
8/5/2009 --3.02 --94.73
3/19/2010 --1.50 --96.25
9/1/2010 --4.01 --93.74
12/2/2010 --3.28 --94.47
4/30/2013 --2.56 --95.19
2/19/2015
4/6/2016 --3.15 --94.60
10/27/2017
10/9/2018 --3.00 --94.75
4/1/2019 --2.79 --94.96
2/27/2020 --2.10 --99.39
3/1/2021 --2.03 --99.46
10/14/2021 --5.42 --96.07
12/8/2022 --6.98 --94.51
1/30/2024 --2.00 --99.49
Notes:
1. TOC = Top of well casing.
2. -- = LNAPL product not detected
3. * = Groundwater encountered at top of well casing.
4. LNAPL = Light non-aqueous phase liquid
GMW-3
Destroyed
Destroyed
Destroyed
100.00
100.00
100.00
Inaccessible - covered by junk car
Not Located
GMW-2
Not Located
99.24GMW-2R
97.75
97.61
GMW-4
Not Measured/Inaccessible
Not Measured/Inaccessible
Not Located
Not Located
GMW-4R
101.49
GMW-3R
Page 3 of 3
TABLE 4
GROUNDWATER ANALYTICAL RESULTS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D.DATE
SAMPLED
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MW-1 1/30/2024 3.3 <0.50 0.68 <0.50 <0.50 <0.50 0.34 13.8 J 0.29 J <0.50 0.72 0.65 <0.50 <0.50 <0.50 2.5 J
MW-10 1/30/2024 5.8 8.0 604 782 2.6 J <5.0 <2.0 <500 21.6 <5.0 114 53.1 <5.0 348 37.6 <100
MW-11 1/30/2024 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.20 41.4 J <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 1.8 J
GMW-4R 1/30/2024 12.5 30.3 325 434 <0.50 0.30 J <0.20 <50 14.2 4.6 71.7 35.4 0.68 177 37.5 <10
1 600 600 500 70 70 0.4 4,000*70 25 6 70 70 400 400 6,000
5,000 260,000 80,000 50,000 8,800 14,750 400 4,000,000 30,500 11,700 6,000 26,100 70,000 28,500 24,100 6,000,000
Notes:
1. "<" = Not detected at or above the reporting limit.
2. NC 2L GW Standard = Title 15A NCAC 2L .0202 Groundwater Standard
3. GCL = Gross Contamination Level established by NCDEQ.
4. Concentrations in BOLD print equal or exceed the NCDEQ 15A 2L NCAC Groundwater Standard (2L Standard).
5. All concentrations in micrograms per liter (ug/L).
6. J = Detection above the method detection limit, but below the reporting limit.
7. * = Constituent does not have a 2L Standard. Listed standard is from the Interim Maximum Allowable Concentration (IMAC).
Analytical Methods:
2L GW Standard
GCL
EPA METHOD 6200B
Page 1 of 1
TABLE 5
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D.DATE
SAMPLED
B
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6/9/1994 14,000 809 1,510 3,960 322 NR NR NR NR NR NR
6/4/1997 4,700 650 780E 2,140 170 NR 670 NR NR NR NR
11/18/1997 3,920 <100 <100 601 NR NR NR NR NR NR NR
4/29/1998 2,400 ND <100 570 110 NR 210 NR NR NR NR
9/24/2010 1,500 ND 47 8.4 44 19 3.7 8.8 88 16 NR
5/13/2013 0.25J ND 0.11J 0.59J ND ND ND ND 2.1 ND NR
2/18/2015 1,800 44 520 670 130 39 240 62 64 69 NR
4/6/2016 2,200 1,200 660 1,530 70 34 310 74 <9.7 66 NR
10/27/2017 2,130 127 1,180 2,530 315 54.8 935 208 13.8 128 NR
10/9/2018 1,980 275 1,340 3,120 405 60.5 1,230 246 9.5 132 NR
2/27/2020 1,300 823 800 2,440 216 44.8 617 165 7.3 96.8 NA
3/1/2021 2,150 4,260 2,030 5,960 399 91.5 1,400 336 <20 197 NA
10/14/2021 2,440 1,100 2,300 5,000 392 J 112 J 1,630 407 <200 247 NA
12/8/2022 284 1.20 241 32.55 68.2 16.7 148 35.3 1.92 35.7 NA
1/30/2024 3.3 <0.50 0.68 <0.50 0.72 0.29 J <0.50 <0.50 0.34 0.65 NA
6/9/1994 2,490 7,880 1,640 7,801 783 NR NR NR NR NR NR
6/4/1997 590 3,400 700 3,900 230 NR 730 NR NR NR NR
11/18/1997 1,950 <10 <10 135 NR NR NR NR NR NR NR
4/29/1998 660 2,000 810E 2,980 150 NR 800 NR NR NR NR
9/24/2010 4.5 190 1,200 4,700 290 84 1,400 400 ND 250 NR
5/13/2013 28 140 2,500 13,700 1,200 170 3,400 900 ND 470 NR
2/18/2015
4/6/2016 <12 32 J 2,000 10,900 610 180 3,800 1,000 <19 510 NR
10/27/2017 21.9 <10 745 3,220 600 102 2,060 567 14.9 297 NR
10/9/2018 <2.5 <2.5 533 2,260 335 56.7 1,330 411 2.5 164 NR
2/27/2020
3/1/2021
10/14/2021 <10.0 <10.0 695 2,516 470 151 2,810 Q 717 <10.0 447 NA
6/9/1994 5,850 5.55 30 705 217 NR NR NR NR NR NR
6/4/1997 1,700 8.1T 1.2T 230 83 NR 110 NR NR NR NR
11/18/1997 794 46.9 136 673 NR NR NE NR NR NR NR
4/29/1998 1,200 5.4 <1 520 86E NR 120 NR NR NR NR
9/24/2010
5/13/2013
2/18/2015
4/6/2016
10/27/2017
1/18/2019 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.20 <0.50 NR
2/27/2020 <0.50 <0.50 0.57 <0.50 1.5 <0.50 <0.50 <0.50 <0.20 <0.50 NA
3/1/2021 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 NA
6/9/1994 1,783 110 316 545 89.1 NR NR NR NR NR NR
6/4/1997 1,100 39 46E 88 69 NR 30 NR NR NR NR
11/18/1997 360 4.1 117 36.1 NR NR NR NR NR NR NR
4/29/1998 250 5.9 79E 31.3 19 NR 11 NR NR NR NR
9/24/2010 95 8.2 740 594 110 48 240 67 ND 95 NR
5/13/2013
1/18/2019 29.1 57.8 3,120 4,530 761 141 2,490 177 <10 348 NR
2/27/2020 28.8 78.6 2,750 3,720 659 127 1,830 229 <10 286 NA
10/14/2021 36.2 23.5 2,650 Q 2,092.9 543 Q 150 1,450 Q 159 <1.00 265 Q NA
6/9/1994 4,902 2,202 890 3,954 668 NR NR NR NR NR NR
6/4/1997 1,400 260 630E 550 150 NR 96 NR NR NR NR
11/18/1997 759 <10 315 10.1 NR NR NR NR NR NR NR
4/29/1998 250 2.1T <1 4.6T 34 NR <1 NR NR NR NR
9/24/2010 1.8 ND ND ND ND ND ND ND ND ND NR
5/13/2013 930 150 790 910 130 69 630 200 37 150 NR
2/18/2015 400 140 490 730 160 49 580 150 <1.9 110 NR
4/6/2016
10/27/2017 407 45.8 514 509 244 61.5 507 161 4.8 139 NR
10/9/2018
1/18/2019 602 165 865 1,250 266 67.6 1,030 243 <4.0 161 NR
2/27/2020 656 293 1,500 2,220 446 117 1,600 400 <4.0 299 NA
3/1/2021
10/14/2021 817 34.9 1,630 1,262.3 455 142 1,250 381 <10.0 314 NA
6/9/1994 2,204 ND ND ND 150 NR NR NR NR NR NR
6/4/1997 1,400 18T <10DT 533 140 NR 220 NR NR NR NR
11/18/1997 3,500 <100 <100 565 NR NR NR NR NR NR NR
4/29/1998 840 <100 <100 200 ND NR ND NR NR NR NR
9/24/2010
5/13/2013
1 600 600 500 6 70 400 400 0.4 70 15
5,000 260,000 80,000 50,000 6,000 30,500 28,500 24,100 400 26,100 15,000
Notes:
1. "<" or ND = None detected above method detection limit.
2. NC 2L GW Standard = Title 15A NCAC 2L .0202 Groundwater Standard.
3. GCL = Gross Contaminant Level established by NCDEQ.
4. Values in Italics indicate levels above GCLs.
5. Values in BOLD indicate levels above 2L Groundwater Standards.
6. All concentrations in micrograms per liter (ug/L).
7. D = Detected below qunatitation limit.
8. T = Tentatively identified compound.
9. NR = Not reported in historical tables.
10. NA = Not analyzed.
11. J = Detection above the method detection limit, but below the reporting limit.
12. E = Exceeds calibration range.
13. Q = Sample was prepared and/or analyzed past holding time as defined in the method. Concentrations should be considered minimum values.
MW-6
Analytical Methods:
MW-3
EPA METHOD 6200B
Destroyed
Not Located
Destroyed
Not Located
MW-4
MW-1
MW-3R
MW-4R
MW-2
Not Located
Underwater - Could Not Sample
Underwater - Could Not Sample
MW-5
Not Located
Not Located
Not Located
Not Located
Not Located
Underwater - Could Not Sample
Not Located
2L GW Standard
GCL
Page 1 of 3
TABLE 5
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D.DATE
SAMPLED
B
e
n
z
e
n
e
T
o
l
u
e
n
e
E
t
h
y
l
b
e
n
z
e
n
e
T
o
t
a
l

X
y
l
e
n
e
s
N
a
p
h
t
h
a
l
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n
e
Is
o
p
r
o
p
y
l
b
e
n
z
e
n
e
1
,
2
,
4
-

Tr
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1
,
3
,
5
-

Tr
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
a
n
e
n
-
P
r
o
p
y
l
b
e
n
z
e
n
e
L
e
a
d
Analytical Methods:EPA METHOD 6200B
1/18/2019 38.1 <5.0 836 377 367 112 565 236 <2.0 224 NR
2/27/2020
10/14/2021
6/9/1994 120 ND 32.6 495 41.9 NR NR NR NR NR NR
9/24/2010
5/13/2013 120 0.16J ND 0.96 6.2 1.5 ND ND 5.7 ND NR
2/18/2015
4/6/2016
10/27/2017 6.3 <0.20 <0.20 <0.60 0.56 <0.20 <0.30 <0.30 0.56 <0.10 NR
10/9/2018
2/27/2020
6/9/1994 80.6 ND ND 187 45.2 NR NR NR NR NR NR
6/4/1997 23 <2 <2 95E 31 NR 49 NR NR NR NR
11/18/1997 11.9 <1 <1 2 NR NR NR NR NR NR NR
4/29/1998 390 2.2T <1 156 73 NR 71ET NR NR NR NR
9/24/2010
5/13/2013
2/18/2015
4/6/2016
10/27/2017
6/9/1994 ND ND ND ND 19.8 NR NR NR NR NR NR
6/4/1997 150 1.9 <1 75.2 38 NR 34 NR NR NR NR
11/18/1997 216 <1 <1 40.9 NR NR NR NR NR NR NR
9/24/2010
5/13/2013
2/18/2015
4/6/2016
10/27/2017
6/9/1994 1,320 ND ND 168 88.5 NR NR NR NR NR NR
6/4/1997 1,800 11 5.1T 40.8 130 NR 42 NR NR NR NR
11/18/1997 1,400 <10 <10 107 NR NR NR NR NR NR NR
4/29/1998 800 3.2 <1 11 58 NR <1 NR NR NR NR
9/24/2010 ND 1.2 23 0.35 4.3 29 ND 0.47 ND 33 NR
5/13/2013 ND ND ND 0.22J ND ND ND ND 0.24J ND NR
2/18/2015
4/6/2016 27 0.84 1.9 3.06 J 5.2 7.5 0.47 J 0.13 J <0.19 0.42 J NR
10/27/2017 1.7 0.29 14.8 0.70 8.3 20.6 <0.30 <0.30 8.6 9.7 NR
10/9/2018 5.6 0.82 45 1.1 12.6 45.8 <0.5 <0.5 8.4 24.4 NR
2/27/2020 27.8 0.92 52.4 3.8 39.6 32.2 1.7 1.1 5.2 27.3 NA
10/14/2021 43.0 Q <5.00 Q 57.0 <15.0 Q 177 J 19.6 J 52.5 13.6 J 4.15 J Q 23.7 J NA
12/8/2022 13.5 <1.00 15.6 <2.00 7.97 9.38 <1.00 <1.00 <1.00 8.07 NA
1/30/2024 5.8 8.0 604 782 114 21.6 348 37.6 <2.0 53.1 NA
8/7/2019 0.57 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 0.23 <0.50 NA
2/27/2020 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.20 <0.50 NA
3/1/2021 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.20 <0.50 NA
10/14/2021 <1.00 <1.00 <1.00 Q 2.58 <5.00 Q <1.00 Q <1.00 Q <1.00 Q <1.00 <1.00 Q NA
12/8/2022 0.101J <1.00 <1.00 <2.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 NA
1/30/2024 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.20 <0.50 NA
11/8/2006 1.6 <5 <5 5 47 2.9 41 NR NR <0.5 <5
8/5/2009 ND ND ND ND 4.1 0.6J 4 NR NR ND NA
3/19/2010 ND ND ND ND ND ND ND NR NR ND NR
9/1/2010 ND ND ND ND ND 0.34 2.73 NR NR ND NR
12/2/2010 ND ND ND ND ND ND ND NR NR ND NR
3/23/2011 ND ND ND ND ND ND ND NR NR ND NR
7/1/2011 ND ND ND ND ND ND ND NR NR ND NR
11/7/2011 ND ND ND ND ND ND ND NR NR ND NR
6/5/2012 ND ND ND ND ND ND ND NR NR ND NR
4/30/2013 ND ND 0.25J 0.73J ND ND ND NR NR ND NR
2/19/2015 <0.079 <0.092 <0.092 <0.18 <0.12 <0.111 <0.18 NR NR <0.094 NA
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.12 <0.18 NR NR <0.13 NA
10/27/2017
10/9/2018
4/1/2019
2/27/2020
1 600 600 500 6 70 400 400 0.4 70 15
5,000 260,000 80,000 50,000 6,000 30,500 28,500 24,100 400 26,100 15,000
Notes:
1. "<" or ND = None detected above method detection limit.
2. NC 2L GW Standard = Title 15A NCAC 2L .0202 Groundwater Standard.
3. GCL = Gross Contaminant Level established by NCDEQ.
4. Values in Italics indicate levels above GCLs.
5. Values in BOLD indicate levels above 2L Groundwater Standards.
6. All concentrations in micrograms per liter (ug/L).
7. D = Detected below qunatitation limit.
8. T = Tentatively identified compound.
9. NR = Not reported in historical tables.
10. NA = Not analyzed.
11. J = Detection above the method detection limit, but below the reporting limit.
12. E = Exceeds calibration range.
13. Q = Sample was prepared and/or analyzed past holding time as defined in the method. Concentrations should be considered minimum values.
Not Located
GMW-1R
Not Sampled/Unable to Locate
Not Sampled/Unable to Locate
Not Sampled/Unable to Locate
MW-10
MW-11
Not Located
Not Located
2L GW Standard
GCL
Not Located
Not Located
MW-8
Underwater - Could Not Sample
Underwater - Could Not Sample
MW-7
Not Located
Not Located
Not Located
Not Located
MW-6R
Not Located
Not Located
Inaccessible - Covered by Junk Car
MW-9
Not Located
Not Located
Not Located
Not Located
Not Located
Page 2 of 3
TABLE 5
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WELL I.D.DATE
SAMPLED
B
e
n
z
e
n
e
T
o
l
u
e
n
e
E
t
h
y
l
b
e
n
z
e
n
e
T
o
t
a
l

X
y
l
e
n
e
s
N
a
p
h
t
h
a
l
e
n
e
Is
o
p
r
o
p
y
l
b
e
n
z
e
n
e
1
,
2
,
4
-

Tr
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1
,
3
,
5
-

Tr
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
a
n
e
n
-
P
r
o
p
y
l
b
e
n
z
e
n
e
L
e
a
d
Analytical Methods:EPA METHOD 6200B
11/8/2006 <0.5 <5 14 14 18 3.4 58 NR NR 10 <5
8/5/2009 ND ND ND ND ND ND 0.44J NR NR ND NA
3/19/2010 ND ND ND ND ND ND ND NR NR ND NR
9/1/2010 ND ND 0.6 ND ND ND ND NR NR ND NR
12/2/2010 ND ND 0.62 ND ND ND ND NR NR ND NR
3/23/2011 ND ND ND ND ND ND ND NR NR ND NR
7/1/2011 ND ND 0.59 ND 0.62J 0.42J ND NR NR 0.43J NR
11/7/2011 ND ND ND ND ND ND ND NR NR ND NR
6/5/2012
4/30/2013 ND ND 0.25J ND ND ND ND NR NR ND NR
2/19/2015 <0.079 <0.092 <0.092 <0.18 6.3 <0.111 <0.18 NR NR <0.094 NA
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.12 <0.18 NR NR <0.13 NA
10/27/2017 <0.30 <0.20 <0.20 <0.60 <0.50 <0.20 <0.30 NR NR <0.10 NA
10/9/2018
4/1/2019
2/27/2020
5/28/1997 <1 <1 <1 <1 NR NR NR NR NR NR NR
11/1897 <1 <1 <1 <1 NR NR NR NR NR NR NR
4/29/1998 <1 <1 <1 <1 NR NR NR NR NR NR NR
11/8/2006 2.9 <5 39 7.2 61 18 5.1 NR NR 23 29
8/5/2009 3 ND 15 0.9J 25 8.7 1 NR NR 3.4 5.63J
3/19/2010 ND ND 0.4 ND ND ND ND NR NR ND NR
9/1/2010 3.57 0.33 25.3 0.52 7.71 6.49 ND NR NR 7.67 NR
12/2/2010 4.88 0.44J 46.1 1.69 13.2 9.67 1.23 NR NR 13.4 NR
3/23/2011 6.11 0.28J 9.56 1.2J 3.02 3.12 ND NR NR 3.09 NR
7/1/2011 6.63 ND 12.8 2.71J 11.7 5.8 0.33J NR NR 4.03 NR
11/7/2011 0.54 ND 3.5 ND 5.9 2.2 ND NR NR 0.94 NR
6/5/2012 9 0.51 16.1 1.5 3.1 5.3 ND NR NR 5.6 NR
4/30/2013 5.2 0.24J 8.5 1.2J 4.1 2 ND NR NR 4 NR
2/19/2015
4/6/2016
10/27/2017 3.6 0.36 5.5 0.60 1.8 6.1 <0.30 NR NR 1.5 NR
10/9/2018 0.61 <0.50 2.2 <0.50 <0.50 0.57 <0.50 NR NR <0.50 NA
4/1/2019 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 NR NR <0.50 6.3
2/27/2020 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.20 <0.50 NA
5/28/1997 <1 <1 <1 <1 NR NR NR NR NR NR NR
11/18/1997 <1 <1 <1 <1 NR NR NR NR NR NR NR
4/29/1998 <1 <1 <1 <1 NR NR NR NR NR NR NR
11/8/2006 9.4 190 226 397 82 24 39 NR NR 45 12
8/5/2009 27 130 370 300 130 37 150 NR NR 56 NA
3/19/2010 39.9 303 793 749 111 49.5 230 NR NR 94.3 NR
9/1/2010 36.1 67 670 361.5 244 50.2 188 NR NR 80.8 NR
12/2/2010 60.7 627 1,310D 1,625 294 72.3 474 NR NR 136 NR
3/23/2011 76 934 1,990D 1,917 449 93.1 581 NR NR 184 NR
7/1/2011 136 1,360D 2,780D 3,787D 504 106 987 NR NR 206 NR
11/7/2011 15.8 24.5 553 139.5 91.9 22.2 83.4 NR NR 52.7 NR
6/5/2012 23.1 357 761 946 196 38.1 287 NR NR 86.7 NR
4/30/2013 62 960 1,900 2,500 330 81 760 NR NR 200 NR
2/19/2015
4/6/2016 58 330 2,900 4,525 480 120 1,600 NR NR 290 NA
10/27/2017
10/9/2018 28.8 106 2,020 2,770 655 110 1,690 NR NR 274 NA
4/1/2019 38.3 95.9 2,260 3,050 605 144 2,220 NR NR 356 11.2
2/27/2020 46.2 178 2,580 4,060 613 152 2,480 374 <10 369 NA
3/1/2021 45.3 132 2,910 4,960 725 193 3,040 442 <10 499 NA
10/14/2021 26.6 33.9 2,200 Q 1,398.04 Q 561 Q 128 912 Q 234 Q <1.00 284 Q NA
12/8/2022 11.4 13.4 1,130 344.65 410 83.3 152 77.2 <1.00 131 NA
1/30/2024 12.5 30.3 325 434 71.7 14.2 177 37.5 <0.20 35.4 NA
1 600 600 500 6 70 400 400 0.4 70 15
5,000 260,000 80,000 50,000 6,000 30,500 28,500 24,100 400 26,100 15,000
Notes:
1. "<" or ND = None detected above the reporting limit.
2. NC 2L GW Standard = Title 15A NCAC 2L .0202 Groundwater Standard.
3. GCL = Gross Contamination Level established by NCDEQ.
4. Values in Italics indicate concentrations exceeding GCLs.
5. Values in BOLD indicate concentrations exceeding 2L Groundwater Standards.
6. All concentrations in micrograms per liter (ug/L).
7. D = Detected below quantitation limit.
8. T = Tentatively identified compound.
9. NR = Not reported in historical tables.
10. NA = Not analyzed.
11. J = Detection above the method detection limit, but below the reporting limit.
12. E = Exceeds calibration range.
13. Q = Sample was prepared and/or analyzed past holding time as defined in the method. Concentrations should be considered minimum values.
GMW-3
Not Sampled/Unable to Locate
2L GW Standard
GCL
Inaccessible - Covered by Junk Car
GMW-3R
Not Located
Not Located
GMW-2R
Not Sampled/Inaccessible
GMW-4
Not Sampled/Inaccessible
Not Sampled/Inaccessible
Not Sampled/Unable to Locate
GMW-4R
Page 3 of 3
TABLE 6
FIELD PARAMETERS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
10/9/2018 25.8 1.22 431.6 6.06 -105.8
2/27/2020 14.2 2.90 NA 7.23 -135.1
3/1/2021 14.2 1.85 NA 5.58 -38.3
10/14/2021
12/8/2022 19.81 1.99 218 4.49 -74.2
1/30/2024 16.6 3.07 137 4.07 186.5
10/9/2018 25.90 1.21 1,386 5.74 -33.0
10/14/2021
1/18/2019 16.2 3.40 566.0 5.83 79.4
2/27/2020 13.9 2.59 NA 6.71 -86.5
3/1/2021 13.5 1.74 NA 5.84 -18.6
1/18/2019 13.4 2.73 380.9 6.26 -42.6
2/27/2020 14.2 2.76 305.2 7.44 -99.8
10/14/2021 26.2 2.16 248.4 5.89 9.7
1/18/2019 14.7 0.78 322.9 6.32 -12.9
2/27/2020 14.9 2.17 NA 7.33 -113.0
10/14/2021
1/18/2019 14.0 3.01 167.5 5.77 62.9
10/14/2021
10/9/2018 26.30 1.31 120.3 4.76 174.2
2/27/2020 14.7 2.50 NA 7.16 -61.7
10/14/2021 25.8 1.67 164.9 5.31 108.1
12/8/2022 20.34 1.99 97 4.63 -36.7
1/30/2024 18.17 3.65 67 6.18 -13.3
2/27/2020 14.0 5.48 NA 7.09 86.6
3/1/2021 15.4 2.75 NA 4.84 290.1
10/14/2021 29.1 4.91 87.5 4.85 114.0
12/8/2022 20.11 2.99 71 4.80 83.9
1/30/2024 14.70 7.85 67 6.11 75.8
GMW-3R 2/27/2020 16.0 3.07 NA 7.79 -169.8
2/27/2020 16.8 1.57 NA 7.78 -195.6
3/1/2021 15.4 1.04 NA 6.58 -31.4
10/14/2021 27.5 0.56 260.3 5.80 23.2
12/8/2022 22.00 1.82 150 5.60 -78.4
1/30/2024 21.32 2.11 109 5.82 1.8
Notes:
1. °C = degrees celsius.
2. mg/L = milligram per liter.
3. µS/cm = microsiemens per centimeter.
4. std unit = standard unit.
5. mV = millivolts.
MW-3R
MW-2
Strong Petroleum Odor Present
Strong Petroleum Odor Present
MW-4R
MW-1
C
o
n
d
u
c
t
i
v
i
t
y

(
µ
S
/
c
m
)
O
R
P

(
m
V
)
WELL ID Date
Collected
T
e
m
p
e
r
a
t
u
r
e

(
oC)
D
i
s
s
o
l
v
e
d

O
x
y
g
e
n

(
m
g
/
L
)
p
H

(
s
t
d

u
n
i
t
)
MW-5
GMW-4R
MW-11
MW-10
Strong Petroleum Odor Present
Not LocatedMW-6R
Page 1 of 1
TABLE 7
HISTORICAL WATER SUPPLY WELL ANALYTICAL RESULTS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
WSW-1 4/30/2013 ND ND ND ND ND ND NR NR NR NR
8/5/2009 <0.2 <0.27 <0.2 <0.4 NR <0.38 NR NR NR NR
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
10/14/2021 <1.00 <1.00 <1.00 Q <3.00 Q <5.00 Q <1.00 <50.0 <1.00 4.13 NR
5/10/2022 <1.00 <1.00 <1.00 <3.00 1.04BJ <1.00 <50.0 <1.00 <1.00 NR
6/22/2023 <0.50 <0.50 <0.50 <1.05 <0.50 <0.50 <10 <0.50 <0.50 <50
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
5/13/2013 ND ND ND ND ND ND 6.6J NR NR NR
2/27/2020 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <10 <0.5 NR <50
3/1/2021 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <10 <0.50 NR <50
10/14/2021 <1.00 <1.00 <1.00 Q <3.00 Q <5.00 Q <1.00 <50.0 <1.00 <1.00 Q NR
4/30/2013 ND ND ND ND ND ND NR NR NR NR
2/19/2015 <0.079 <0.09 <0.092 <0.18 <0.12 <0.09 9.2J NR NR NR
10/9/2018 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <10 NR NR NR
2/27/2020 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <10 0.52 NR <50
10/14/2021 <1.00 <1.00 <1.00 Q <3.00 <5.00 Q <1.00 <50.0 <1.00 <1.00 Q NR
12/8/2022 <1.00 <1.00 <1.00 <3.00 <5.00 <1.00 <50.0 <1.00 <1.00 NR
6/22/2023 <0.50 <0.50 <0.50 <1.05 <0.50 <0.50 <10 <0.50 <0.50 16.1 J
1/30/2024 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 1.3 J <0.50 <0.50 12.6 J
8/5/2009 <0.2 <0.27 <0.2 <0.4 NR <0.38 NR NR NR NR
4/30/2013 ND ND ND ND ND ND NR NR NR NR
8/5/2009 <0.2 <0.27 <0.2 <0.4 NR <0.38 NR NR NR NR
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.090 <4.9 NR NR <100
10/27/2017 <0.30 <0.20 <0.20 <0.60 <0.50 <0.20 <10 NR NR NR
10/9/2018 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <10 NR NR <50
WSW-13 8/5/2009 <0.2 <0.27 <0.2 <0.4 NR <0.38 NR NR NR NR
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 0.32J NR NR NR NR
5/13/2013 ND ND ND ND ND ND ND NR NR NR
2/19/2015 <0.079 <0.09 <0.092 <0.18 <0.12 <0.09 <4.7 NR NR NR
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.090 <4.9 NR NR <100
WSW-17 9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
5/13/2013 ND ND ND ND ND ND ND NR NR NR
2/19/2015 <0.079 <0.09 <0.092 <0.18 <0.12 <0.09 8.2J NR NR <50
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.090 <4.9 NR NR <100
10/27/2017 <0.30 <0.20 <0.20 <0.60 <0.50 <0.20 <10 NR NR NR
10/9/2018 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <10 NR NR <50
2/27/2020 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <10 <0.5 NR <50
3/1/2021 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <10 <0.50 NR <50
10/14/2021 <1.00 <1.00 <1.00 <3.00 <5.00 <1.00 <50.0 <1.00 <1.00 NR
5/10/2022 <1.00 <1.00 <1.00 <3.00 <5.00 <1.00 <50.0 <1.00 <1.00 NR
12/8/2022 <1.00 <1.00 <1.00 <3.00 <5.00 <1.00 <50.0 <1.00 <1.00 NR
6/22/2023 <0.50 <0.50 <0.50 <1.05 <0.50 <0.50 <10 <0.50 <0.50 <50
1 600 600 500 6 20 6,000 NE 400 4,000*
5,000 260,000 80,000 50,000 6,000 20,000 6,000,000 NE 28,500 4,000,000
Notes:
1. "<" or ND = None detected above method detection limit.
2. NC 2L GW Standard = Title 15A NCAC 2L .0202 Groundwater Standard
3. GCL = Gross Contaminant Level established by NCDEQ.
4. MTBE = Methyl tertiary butyl ether
5. Values in BOLD indicate levels above 2L Groundwater Standards or applicable Interim Maximum Allowable Concentration Standard.
6. All concentrations in micrograms per liter (ug/L).
7. Note that these water supply ananlytical results are also included in the Avent's Grocery site (Incident #12793)
8. NR = Not reported in previous reports
9. NE = No Established Standard
10. Q = Sample was prepared and/or analyzed past holding time as defined in the method. Concentrations should be considered minimum values.
11. B - The same analyte is found in the associated blank.
12. J = Detection above the method detection limit, but below the reporting limit.
13. * = Constituent does not have a 2L Standard. Listed standard is from the Interim Maximum Allowable Concentration (IMAC).
GCL
WSW-16
2L GW Standard
WSW-2
WSW-3
WSW-11
WSW-7
WSW-6
WSW-19
E
t
h
y
l

A
l
c
o
h
o
l
EPA METHOD 6200B
1
,
2
,
4
-
T
r
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1
,
2
,
3
-
T
r
i
c
h
l
o
r
o
b
e
n
z
e
n
e
Analytical Methods:
WELL I.D.DATE
SAMPLED
B
e
n
z
e
n
e
T
o
l
u
e
n
e
E
t
h
y
l
b
e
n
z
e
n
e
T
o
t
a
l

X
y
l
e
n
e
s
N
a
p
h
t
h
a
l
e
n
e
M
T
B
E
A
c
e
t
o
n
e
Page 1 of 2
TABLE 7
HISTORICAL WATER SUPPLY WELL ANALYTICAL RESULTS
AVENT'S GROCERY
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, SAMPSON COUNTY, NORTH CAROLINA
INCIDENT #12793
E
t
h
y
l

A
l
c
o
h
o
l
EPA METHOD 6200B
1
,
2
,
4
-
T
r
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1
,
2
,
3
-
T
r
i
c
h
l
o
r
o
b
e
n
z
e
n
e
Analytical Methods:
WELL I.D.DATE
SAMPLED
B
e
n
z
e
n
e
T
o
l
u
e
n
e
E
t
h
y
l
b
e
n
z
e
n
e
T
o
t
a
l

X
y
l
e
n
e
s
N
a
p
h
t
h
a
l
e
n
e
M
T
B
E
A
c
e
t
o
n
e
8/5/2009 <0.2 <0.27 <0.2 <0.4 NR <0.38 NR NR NR NR
10/15/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
5/13/2013 ND ND ND ND ND ND ND NR NR NR
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
5/13/2013 ND ND ND ND ND ND ND NR NR NR
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.090 <4.9 NR NR <100
9/24/2010 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 NR NR NR NR
5/13/2013 ND ND ND ND ND ND ND NR NR NR
2/19/2015 <0.079 <0.09 <0.092 <0.18 <0.12 <0.09 6J NR NR <50
4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.090 <4.9 NR NR <100
10/27/2017 <0.30 <0.20 <0.20 <0.60 <0.50 <0.20 <10 NR NR NR
WSW-23 4/6/2016 <0.12 <0.17 <0.13 <0.38 <0.12 <0.090 <4.9 NR NR <100
1 600 600 500 6 20 6,000 NE 400 4,000*
5,000 260,000 80,000 50,000 6,000 20,000 6,000,000 NE 28,500 4,000,000
Notes:
1. "<" or ND = None detected above method detection limit.
2. NC 2L GW Standard = Title 15A NCAC 2L .0202 Groundwater Standard
3. GCL = Gross Contaminant Level established by NCDEQ.
4. MTBE = Methyl tertiary butyl ether
5. Values in BOLD indicate levels above 2L Groundwater Standards or applicable Interim Maximum Allowable Concentration Standard.
6. All concentrations in micrograms per liter (ug/L).
7. Note that these water supply ananlytical results are also included in the Avent's Grocery site (Incident #12793)
8. NR = Not reported in previous reports
9. NE = No Established Standard
10. Q = Sample was prepared and/or analyzed past holding time as defined in the method. Concentrations should be considered minimum values.
11. B - The same analyte is found in the associated blank.
12. J = Detection above the method detection limit, but below the reporting limit.
13. * = Constituent does not have a 2L Standard. Listed standard is the Interim Maximum Allowable Concentration.
2L GW Standard
GCL
WSW-20
WSW-21
WSW-22
Page 2 of 2
Avent’s Grocery

ATC Project No. STL1279302 NCDEQ State Lead Program

FIGURES
2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
[phone]
FIGURE 1
SITE TOPOGRAPHIC MAP
PROJECT NO: SLP1279304
REVIEWED BY: AW SCALE: 1” = 790’DATE: FEB. 2019
AVENT’S GROCERY–INCIDENT #12793
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, NORTH CAROLINA
N
Site
Source: My Free Topo
MW-7 MW-6R
MW-8
MW-9
MW-3R
MW-11
MW-10
MW-2
MW-5
MW-1
GMW-4R
GMW-3R
GMW-2R
GMW-1R
MW-4R
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
AVENT'S
GROCERY
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
GOSHEN CHURCH ROAD
FORMER
GIDDENSVILLE
GAME ROOM
GOS
H
E
N

C
H
U
R
C
H

R
O
A
D
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
FORMER
GASOLINE USTs
FORMER
UST BASIN
PROPER
T
Y

B
O
U
N
D
A
R
Y
PROPERTY

B
O
U
N
D
A
R
Y
WSW-11
WSW-22
WSW-19
WSW-2A WSW-2
WSW-1
WSW-21
WSW-6
WSW-25
WSW-3
WSW-16
= POTABLE WATER SUPPLY WELL
= IRRIGATION WATER SUPPLY WELL
= INACTIVE WATER SUPPLY WELL
= MONITORING WELL LOCATION
2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
[phone]
FIGURE 3
POTENTIAL RECEPTOR MAP
PROJECT NO: SLP1279304
REVIEWED BY: AW SCALE: 1” = 360’DATE: FEB. 2019
AVENT’S GROCERY–INCIDENT #12793
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, NORTH CAROLINA
Potable Water Supply Well
Irrigation Water Supply Well
Inactive Water Supply Well
500 Foot Radius
1,000 Foot RadiusSource: Sampson County NC GIS
N
WSW-1
WSW-2
WSW-2A
WSW-7
WSW-13
WSW-15
WSW-17
WSW-18
WSW-18A
WSW-19
WSW-20
WSW-21
WSW-24
WSW-25
Site WSW-6
WSW-16
WSW-23
WSW-11
WSW-22
WSW-3
MW-7 MW-6R
MW-8
MW-9
MW-3R
MW-11
MW-10
MW-2
MW-5
MW-1
GMW-4R
GMW-3R
GMW-2R
GMW-1R
MW-4R
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
AVENT'S
GROCERY
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
GOSHEN CHURCH ROAD
FORMER
GIDDENSVILLE
GAME ROOM
GOS
H
E
N

C
H
U
R
C
H

R
O
A
D
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
FORMER
GASOLINE USTs
FORMER
UST BASIN
PROPER
T
Y

B
O
U
N
D
A
R
Y
PROPERTY

B
O
U
N
D
A
R
Y
WSW-11
WSW-22
WSW-19
WSW-2A WSW-2
WSW-1
WSW-21
WSW-6
WSW-25
WSW-3
WSW-16
NM
NM
NM
99.49
NM
NM
90.66
NM
99.0
= GROUNDWATER ELEVATION IN FEET
= MONITORING WELL LOCATION
= GROUNDWATER ELEVATION CONTOUR
= GROUNDWATER FLOW DIRECTION
95.75
= NOT MEASUREDNM
(DASHED WHERE INFERRED)
1.FEATURES SHOWN ARE NOT IN AN AUTHORITATIVE
LOCATION, NOR ARE THEY PRESENTED TO A STATED
ACCURACY
2.GROUNDWATER ELEVATION MEASURED ON 01/30/2024
= POTABLE WATER SUPPLY WELL
= IRRIGATION WATER SUPPLY WELL
= INACTIVE WATER SUPPLY WELL
96.41
98.00
NM
NM
NM
NM NM
98.0
97.0
MW-7 MW-6R
MW-8
MW-9
MW-3R
MW-11
MW-10
MW-2
MW-5
MW-1
GMW-4R
GMW-3R
GMW-2R
GMW-1R
MW-4R
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
AVENT'S
GROCERY
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
GOSHEN CHURCH ROAD
FORMER
GIDDENSVILLE
GAME ROOM
GOS
H
E
N

C
H
U
R
C
H

R
O
A
D
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
FORMER
GASOLINE USTs
FORMER
UST BASIN
PROPER
T
Y

B
O
U
N
D
A
R
Y
PROPERTY

B
O
U
N
D
A
R
Y
WSW-11
WSW-22
WSW-19
WSW-2A WSW-2
WSW-1
WSW-21
WSW-6
WSW-25
WSW-3
WSW-16
NS
NS
= BENZENE CONCENTRATION (µg/L)
= MONITORING WELL LOCATION
= BENZENE ISOCONCENTRATION CONTOUR
<1.0
= NOT SAMPLEDNS
(DASHED WHERE INFERRED - µg/L)
NS
NS
NS
NS
= POTABLE WATER SUPPLY WELL
= IRRIGATION WATER SUPPLY WELL
= INACTIVE WATER SUPPLY WELL
NSNS
NS
NS NS
1.FEATURES SHOWN ARE NOT IN AN AUTHORITATIVE
LOCATION, NOR ARE THEY PRESENTED TO A STATED
ACCURACY
2.GROUNDWATER SAMPLES TAKEN ON 01/30/2024
<0.50
3.3
12.5
5.8
1
10
MW-7 MW-6R
MW-8
MW-9
MW-3R
MW-11
MW-10
MW-2
MW-5
MW-1
GMW-4R
GMW-3R
GMW-2R
GMW-1R
MW-4R
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
AVENT'S
GROCERY
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
GOSHEN CHURCH ROAD
FORMER
GIDDENSVILLE
GAME ROOM
GOS
H
E
N

C
H
U
R
C
H

R
O
A
D
GID
D
E
N
S
V
I
L
L
E

R
O
A
D
FORMER
GASOLINE USTs
FORMER
UST BASIN
PROPER
T
Y

B
O
U
N
D
A
R
Y
PROPERTY

B
O
U
N
D
A
R
Y
WSW-11
WSW-22
WSW-19
WSW-2A WSW-2
WSW-1
WSW-21
WSW-6
WSW-25
WSW-3
WSW-16
NS
= NAPHTHALENE CONCENTRATION (µg/L)
= MONITORING WELL LOCATION
= NAPHTHALENE ISOCONCENTRATION CONTOUR
6.0
= NOT SAMPLEDNS
(DASHED WHERE INFERRED - µg/L)
NS
NS
NS
NS
NS
= POTABLE WATER SUPPLY WELL
= IRRIGATION WATER SUPPLY WELL
= INACTIVE WATER SUPPLY WELL
NS
NS
NS
NSNS
1.FEATURES SHOWN ARE NOT IN AN AUTHORITATIVE
LOCATION, NOR ARE THEY PRESENTED TO A STATED
ACCURACY
2.GROUNDWATER SAMPLES TAKEN ON 01/30/2024
<0.50
0.72
72
660
Avent’s Grocery

ATC Project No. STL1279302 NCDEQ State Lead Program
APPENDIX A

PHOTOGRAPHS
2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
[phone]
APPENDIX A
PHOTOGRAPHS
PROJECT NO: STL1279302
REVIEWED BY: CH DATE: 03/01/2024
AVENT’S GROCERY–INCIDENT #12793
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, NORTH CAROLINA
Photo 1: Site Building
Photo 2: Monitoring Well MW-1
2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
[phone]
APPENDIX A
PHOTOGRAPHS
PROJECT NO: STL1279302
REVIEWED BY: CH DATE: 03/01/2024
AVENT’S GROCERY–INCIDENT #12793
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, NORTH CAROLINA
Photo 4: Monitoring Well MW-11
Photo 3: Monitoring Well MW-10
2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
[phone]
APPENDIX A
PHOTOGRAPHS
PROJECT NO: STL1279302
REVIEWED BY: CH DATE: 03/01/2024
AVENT’S GROCERY–INCIDENT #12793
2275 GIDDENSVILLE ROAD
GIDDENSVILLE, NORTH CAROLINA
Photo 6: Water Supply Well WSW-6
Photo 5: Monitoring Well GMW-4R
Avent’s Grocery

ATC Project No. STL1279302 NCDEQ State Lead Program
APPENDIX B

FIELD NOTES
Avent’s Grocery

ATC Project No. STL1279302 NCDEQ State Lead Program
APPENDIX C

LABORATORY ANALYTICAL RESULTS
02/14/24
Technical Report for
Atlas
Avents Grocery, 2275 Giddensville Road, Faison, NC
STL1279302
SGS Job Number: LA97786
Sampling Date: 01/30/24
Report to:
ATC Group Services LLC.
2725 East Millbrook Road Suite 121
Raleigh, NC 27604
[e-mail]; [e-mail]
ATTN: Ashley Winkelman
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 unless noted
in the narrative, comments or footnotes.
Client Service contact: Rebecca Hebert 337-237-4775
Kesavalu Bagawandoss
Tech. Director North America
Scott, LA 02/14/24
e-Hardcopy 2.0
Automated Report
49
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 49
LA97786
Table of Contents
-1-
Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Case Narrative/Conformance Summary ..............................................................4
Section 3: Summary of Hits ....................................................................................................6
Section 4: Sample Results ........................................................................................................8
4.1: LA97786-1: MW-1 .......................................................................................................9
4.2: LA97786-2: MW-10 .....................................................................................................12
4.3: LA97786-3: MW-11 .....................................................................................................15
4.4: LA97786-4: GMW-4 ....................................................................................................18
4.5: LA97786-5: WSW-6 .....................................................................................................21
4.6: LA97786-6: TRIP BLANK ..........................................................................................24
Section 5: Misc. Forms ............................................................................................................27
5.1: Chain of Custody ...........................................................................................................28
Section 6: MS Volatiles - QC Data Summaries .....................................................................31
6.1: Method Blank Summary ................................................................................................32
6.2: Blank Spike/Blank Spike Duplicate Summary ..............................................................40
6.3: Matrix Spike/Matrix Spike Duplicate Summary ...........................................................48
1
2
3
4
5
6
2 of 49
LA97786
SGS North America Inc.
Sample Summary
Atlas
Job No:LA97786
Avents Grocery, 2275 Giddensville Road, Faison, NC
Project No: STL1279302
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 MDL
LA97786-1 01/30/24 11:15 LC 02/01/24 AQ Ground Water MW-1
LA97786-2 01/30/24 11:05 LC 02/01/24 AQ Ground Water MW-10
LA97786-3 01/30/24 10:50 LC 02/01/24 AQ Ground Water MW-11
LA97786-4 01/30/24 11:30 LC 02/01/24 AQ Ground Water GMW-4
LA97786-5 01/30/24 12:45 LC 02/01/24 AQ Ground Water WSW-6
LA97786-6 01/30/24 00:00 LC 02/01/24 AQ Trip Blank Water TRIP BLANK
3 of 49
LA97786
1
On 02/01/2024, 5 sample(s), 1 Trip Blank(s), 0 Equip. Blank(s) and 0 Field Blank(s) were received at SGS North America Inc.
(SGS) at a temperature of 3.2 °C. The samples were intact and properly preserved, unless noted below. An SGS Job Number of
LA97786 was assigned to the project. The lab sample ID, client sample ID, and date of sample collection are detailed in the report’s
Results Summary.
Specified quality control criteria were achieved for this job except as noted below. For more information, please refer to the
analytical results and QC summary pages.
Client:Atlas
Site:Avents Grocery, 2275 Giddensville Road, Faison, NC
Job No:LA97786
Report Date 2/14/2024 5:59:22 PM
CASE NARRATIVE / CONFORMANCE SUMMARY
MS Volatiles By Method SM 6200B
Matrix:AQ Batch ID:V1Q3871
All samples were analyzed within the recommended method holding time.
All method blanks for this batch meet method specific criteria.
Sample(s) LA97790-8MS, LA97790-8MSD were used as the QC samples indicated.
The matrix spike (MS) recovery(s) of 2,2-Dichloropropane, cis-1,3-Dichloropropene, trans-1,3-Dichloropropene are outside
control limits. Outside control limits due to matrix interference. Blank Spike meets acceptance criteria.
The matrix spike duplicate (MSD) recovery(s) of 2,2-Dichloropropane, cis-1,3-Dichloropropene are outside control limits.
Probable cause due to matrix interference.
The RPD(s) for the MS and MSD recoveries of Methyl Bromide are outside control limits for sample LA97790-8MSD.
Probable cause due to sample homogeneity.
LA97786-6: Confirmation run.
LA97786-1: Confirmation run for internal standard areas.
Matrix:AQ Batch ID:V1Q3872
All samples were analyzed within the recommended method holding time.
All method blanks for this batch meet method specific criteria.
The blank spike (BS) recovery(s) of Chloroethane, Vinyl Acetate are outside control limits.
V1Q3872-BS1 for Vinyl Acetate: Outside control limits biased high. Analyte not detected in associated samples.
LA97786-5 for Chloroethane: Associated CCV outside of control limits high, sample was ND.
LA97786-5 for Trichlorofluoromethane: Associated CCV outside of control limits high, sample was ND.
LA97786-2 for Trichlorofluoromethane: Associated CCV outside of control limits high, sample was ND.
V1Q3872-BS1 for Chloroethane: Outside control limits biased high. Analyte not detected in associated samples.
LA97786-2 for Vinyl Acetate: Associated CCV outside of control limits high, sample was ND.
LA97786-5 for Vinyl Acetate: Associated CCV outside of control limits high, sample was ND.
LA97786-2 for Chloroethane: Associated CCV outside of control limits high, sample was ND.
LA97786-3 for Vinyl Acetate: Associated CCV outside of control limits high, sample was ND.
LA97786-3 for Trichlorofluoromethane: Associated CCV outside of control limits high, sample was ND.
LA97786-3 for Chloroethane: Associated CCV outside of control limits high, sample was ND.
Matrix:AQ Batch ID:V1Q3873
All samples were analyzed within the recommended method holding time.
All method blanks for this batch meet method specific criteria.
The blank spike (BS) recovery(s) of Chloroethane, Trichlorofluoromethane, Vinyl Acetate are outside control limits.
LA97786-1: Internal standards are not within control limits due to matrix interference. Confirmed by reanalysis at dilution.
Wednesday, February 14, 2024 Page 1 of 2
4 of 49
LA97786
2
MS Volatiles By Method SM 6200B
Matrix:AQ Batch ID:V1Q3873
LA97786-1 for Chloroethane: Associated CCV outside of control limits high, sample was ND.
LA97786-6 for Ethyl Alcohol: Confirmed by reanalysis.
V1Q3873-BS1 for Chloroethane: Outside control limits biased high. Analyte not detected in associated samples.
V1Q3873-BS1 for Trichlorofluoromethane: Outside control limits biased high. Analyte not detected in associated samples.
V1Q3873-BS1 for Vinyl Acetate: Outside control limits biased high. Analyte not detected in associated samples.
LA97786-6 for Chloroethane: Associated CCV outside of control limits high, sample was ND.
LA97786-6 for Trichlorofluoromethane: Associated CCV outside of control limits high, sample was ND.
LA97786-6 for Acetone: Confirmed by reanalysis.
SGS certifies that data reported for samples received, listed on the associated custody chain or analytical task order, were produced
to specifications meeting SGS's Quality System precision, accuracy and completeness objectives except as noted.
Estimated non-standard method measurement uncertainty data is available on request, based on quality control bias and implicit for
standard methods. Acceptable uncertainty requires tested parameter quality control data to meet method criteria.
SGS is not responsible for data quality assumptions if partial reports are used and recommends that this report be used in its entirety.
This report is authorized by SGS indicated via signature on the report cover.
Wednesday, February 14, 2024 Page 2 of 2
5 of 49
LA97786
2
Summary of Hits Page 1 of 2
Job Number:LA97786
Account:Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Collected:01/30/24
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
LA97786-1 MW-1
Acetone a 2.5 J 10 1.2 ug/l SM 6200B
Benzene a 3.3 0.50 0.27 ug/l SM 6200B
1,2-Dichloroethane a 0.34 0.20 0.12 ug/l SM 6200B
Ethyl Alcohol a 13.8 J 50 8.4 ug/l SM 6200B
Ethylbenzene a 0.68 0.50 0.20 ug/l SM 6200B
Isopropylbenzene a 0.29 J 0.50 0.13 ug/l SM 6200B
Naphthalene a 0.72 0.50 0.10 ug/l SM 6200B
n-Propylbenzene a 0.65 0.50 0.22 ug/l SM 6200B
LA97786-2 MW-10
Benzene 5.8 5.0 2.7 ug/l SM 6200B
sec-Butylbenzene 2.6 J 5.0 1.4 ug/l SM 6200B
Ethylbenzene 604 5.0 2.0 ug/l SM 6200B
Isopropylbenzene 21.6 5.0 1.3 ug/l SM 6200B
Naphthalene 114 5.0 1.0 ug/l SM 6200B
n-Propylbenzene 53.1 5.0 2.2 ug/l SM 6200B
Toluene 8.0 5.0 2.9 ug/l SM 6200B
1,2,4-Trimethylbenzene 348 5.0 1.5 ug/l SM 6200B
1,3,5-Trimethylbenzene 37.6 5.0 1.6 ug/l SM 6200B
m,p-Xylene 782 10 3.4 ug/l SM 6200B
Xylene (total)782 5.0 1.6 ug/l SM 6200B
LA97786-3 MW-11
Acetone 1.8 J 10 1.2 ug/l SM 6200B
Ethyl Alcohol 41.4 J 50 8.4 ug/l SM 6200B
LA97786-4 GMW-4
Benzene 12.5 0.50 0.27 ug/l SM 6200B
tert-Butylbenzene 0.30 J 0.50 0.16 ug/l SM 6200B
Ethylbenzene 325 5.0 2.0 ug/l SM 6200B
Isopropylbenzene 14.2 5.0 1.3 ug/l SM 6200B
p-Isopropyltoluene 4.6 0.50 0.13 ug/l SM 6200B
Naphthalene 71.7 5.0 1.0 ug/l SM 6200B
n-Propylbenzene 35.4 5.0 2.2 ug/l SM 6200B
Styrene 0.68 0.50 0.13 ug/l SM 6200B
Toluene 30.3 0.50 0.29 ug/l SM 6200B
1,2,4-Trimethylbenzene 177 5.0 1.5 ug/l SM 6200B
1,3,5-Trimethylbenzene 37.5 5.0 1.6 ug/l SM 6200B
m,p-Xylene 434 10 3.4 ug/l SM 6200B
o-Xylene 4.7 0.50 0.15 ug/l SM 6200B
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Summary of Hits Page 2 of 2
Job Number:LA97786
Account:Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Collected:01/30/24
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
Xylene (total)434 5.0 1.6 ug/l SM 6200B
LA97786-5 WSW-6
Acetone 1.3 J 10 1.2 ug/l SM 6200B
Ethyl Alcohol 12.6 J 50 8.4 ug/l SM 6200B
LA97786-6 TRIP BLANK
Acetone b 3.1 J 10 1.2 ug/l SM 6200B
Ethyl Alcohol b 24.8 J 50 8.4 ug/l SM 6200B
(a) Internal standards are not within control limits due to matrix interference. Confirmed by reanalysis at
dilution.
(b) Confirmed by reanalysis.
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Report of Analysis
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Section 4
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Report of Analysis Page 1 of 3
Client Sample ID:MW-1
Lab Sample ID:LA97786-1 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a 1Q01474317.D 1 02/13/24 20:11 JY n/a n/a V1Q3873
Run #2 b 1Q01474255.D 10 02/11/24 05:07 JY n/a n/a V1Q3871
Purge Volume
Run #1 25.0 ml
Run #2 25.0 ml
VOA Special List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 2.5 10 1.2 ug/l J
71-43-2 Benzene 3.3 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane c ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane 0.34 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 2 of 3
Client Sample ID:MW-1
Lab Sample ID:LA97786-1 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol 13.8 50 8.4 ug/l J
100-41-4 Ethylbenzene 0.68 0.50 0.20 ug/l
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene 0.29 0.50 0.13 ug/l J
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene 0.72 0.50 0.10 ug/l
103-65-1 n-Propylbenzene 0.65 0.50 0.22 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.15 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.16 ug/l
108-05-4 Vinyl Acetate ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene ND 1.0 0.34 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
1330-20-7 Xylene (total)ND 0.50 0.16 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 105%109%70-130%
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 3 of 3
Client Sample ID:MW-1
Lab Sample ID:LA97786-1 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 106%106%70-130%
460-00-4 4-Bromofluorobenzene 91%96%70-130%
(a) Internal standards are not within control limits due to matrix interference. Confirmed by reanalysis at
dilution.
(b) Confirmation run for internal standard areas.
(c) Associated CCV outside of control limits high, sample was ND.
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 1 of 3
Client Sample ID:MW-10
Lab Sample ID:LA97786-2 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1Q01474288.D 10 02/12/24 23:53 JY n/a n/a V1Q3872
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone ND 100 12 ug/l
71-43-2 Benzene 5.8 5.0 2.7 ug/l
108-86-1 Bromobenzene ND 5.0 1.8 ug/l
74-97-5 Bromochloromethane ND 5.0 1.2 ug/l
75-27-4 Bromodichloromethane ND 5.0 1.8 ug/l
75-25-2 Bromoform ND 5.0 1.0 ug/l
104-51-8 n-Butylbenzene ND 5.0 0.92 ug/l
135-98-8 sec-Butylbenzene 2.6 5.0 1.4 ug/l J
98-06-6 tert-Butylbenzene ND 5.0 1.6 ug/l
56-23-5 Carbon Tetrachloride ND 2.0 0.92 ug/l
108-90-7 Chlorobenzene ND 5.0 1.6 ug/l
75-00-3 Chloroethane a ND 5.0 0.55 ug/l
67-66-3 Chloroform ND 5.0 0.94 ug/l
95-49-8 o-Chlorotoluene ND 5.0 1.6 ug/l
106-43-4 p-Chlorotoluene ND 5.0 2.0 ug/l
124-48-1 Dibromochloromethane ND 2.0 0.75 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 5.0 1.3 ug/l
106-93-4 1,2-Dibromoethane ND 5.0 2.4 ug/l
75-71-8 Dichlorodifluoromethane ND 5.0 1.2 ug/l
541-73-1 m-Dichlorobenzene ND 5.0 0.63 ug/l
95-50-1 o-Dichlorobenzene ND 5.0 2.0 ug/l
106-46-7 p-Dichlorobenzene ND 5.0 2.2 ug/l
75-34-3 1,1-Dichloroethane ND 5.0 1.0 ug/l
107-06-2 1,2-Dichloroethane ND 2.0 1.2 ug/l
75-35-4 1,1-Dichloroethylene ND 5.0 0.94 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 5.0 1.1 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 5.0 1.5 ug/l
78-87-5 1,2-Dichloropropane ND 3.0 1.3 ug/l
142-28-9 1,3-Dichloropropane ND 5.0 2.1 ug/l
594-20-7 2,2-Dichloropropane ND 5.0 0.79 ug/l
563-58-6 1,1-Dichloropropene ND 5.0 1.2 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 2.0 1.0 ug/l
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 2 of 3
Client Sample ID:MW-10
Lab Sample ID:LA97786-2 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 2.0 0.56 ug/l
108-20-3 Di-Isopropyl Ether ND 5.0 0.73 ug/l
64-17-5 Ethyl Alcohol ND 500 84 ug/l
100-41-4 Ethylbenzene 604 5.0 2.0 ug/l
591-78-6 2-Hexanone ND 10 4.2 ug/l
87-68-3 Hexachlorobutadiene ND 2.0 1.1 ug/l
98-82-8 Isopropylbenzene 21.6 5.0 1.3 ug/l
99-87-6 p-Isopropyltoluene ND 5.0 1.3 ug/l
74-83-9 Methyl Bromide ND 5.0 2.3 ug/l
74-87-3 Methyl Chloride ND 5.0 0.66 ug/l
74-95-3 Methylene Bromide ND 5.0 1.1 ug/l
75-09-2 Methylene Chloride ND 5.0 0.80 ug/l
78-93-3 Methyl Ethyl Ketone ND 250 2.8 ug/l
108-10-1 4-Methyl-2-pentanone ND 5.0 2.4 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 5.0 0.68 ug/l
91-20-3 Naphthalene 114 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 53.1 5.0 2.2 ug/l
100-42-5 Styrene ND 5.0 1.3 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 5.0 1.8 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 2.0 1.2 ug/l
127-18-4 Tetrachloroethylene ND 5.0 2.2 ug/l
108-88-3 Toluene 8.0 5.0 2.9 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 5.0 1.6 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 5.0 1.7 ug/l
71-55-6 1,1,1-Trichloroethane ND 5.0 1.6 ug/l
79-00-5 1,1,2-Trichloroethane ND 3.0 1.7 ug/l
79-01-6 Trichloroethylene ND 5.0 1.8 ug/l
75-69-4 Trichlorofluoromethane a ND 5.0 0.73 ug/l
96-18-4 1,2,3-Trichloropropane ND 5.0 0.23 ug/l
95-63-6 1,2,4-Trimethylbenzene 348 5.0 1.5 ug/l
108-67-8 1,3,5-Trimethylbenzene 37.6 5.0 1.6 ug/l
108-05-4 Vinyl Acetate a ND 5.0 0.69 ug/l
75-01-4 Vinyl Chloride ND 1.0 0.75 ug/l
m,p-Xylene 782 10 3.4 ug/l
95-47-6 o-Xylene ND 5.0 1.5 ug/l
1330-20-7 Xylene (total)782 5.0 1.6 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 110%70-130%
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 3 of 3
Client Sample ID:MW-10
Lab Sample ID:LA97786-2 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 107%70-130%
460-00-4 4-Bromofluorobenzene 94%70-130%
(a) Associated CCV outside of control limits high, sample was ND.
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 1 of 3
Client Sample ID:MW-11
Lab Sample ID:LA97786-3 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1Q01474287.D 1 02/12/24 23:26 JY n/a n/a V1Q3872
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 1.8 10 1.2 ug/l J
71-43-2 Benzene ND 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane a ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 2 of 3
Client Sample ID:MW-11
Lab Sample ID:LA97786-3 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol 41.4 50 8.4 ug/l J
100-41-4 Ethylbenzene ND 0.50 0.20 ug/l
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene ND 0.50 0.10 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.22 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane a ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.15 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.16 ug/l
108-05-4 Vinyl Acetate a ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene ND 1.0 0.34 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
1330-20-7 Xylene (total)ND 0.50 0.16 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 111%70-130%
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 3 of 3
Client Sample ID:MW-11
Lab Sample ID:LA97786-3 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 108%70-130%
460-00-4 4-Bromofluorobenzene 95%70-130%
(a) Associated CCV outside of control limits high, sample was ND.
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 1 of 3
Client Sample ID:GMW-4
Lab Sample ID:LA97786-4 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1Q01474250.D 1 02/11/24 02:51 JY n/a n/a V1Q3871
Run #2 1Q01474289.D 10 02/13/24 00:21 JY n/a n/a V1Q3872
Purge Volume
Run #1 25.0 ml
Run #2 25.0 ml
VOA Special List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone ND 10 1.2 ug/l
71-43-2 Benzene 12.5 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene 0.30 0.50 0.16 ug/l J
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
ND = Not detected MDL = Method Detection Limit 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
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Client Sample ID:GMW-4
Lab Sample ID:LA97786-4 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol ND 50 8.4 ug/l
100-41-4 Ethylbenzene 325 a 5.0 2.0 ug/l
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene 14.2 a 5.0 1.3 ug/l
99-87-6 p-Isopropyltoluene 4.6 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene 71.7 a 5.0 1.0 ug/l
103-65-1 n-Propylbenzene 35.4 a 5.0 2.2 ug/l
100-42-5 Styrene 0.68 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene 30.3 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene 177 a 5.0 1.5 ug/l
108-67-8 1,3,5-Trimethylbenzene 37.5 a 5.0 1.6 ug/l
108-05-4 Vinyl Acetate ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene 434 a 10 3.4 ug/l
95-47-6 o-Xylene 4.7 0.50 0.15 ug/l
1330-20-7 Xylene (total)434 a 5.0 1.6 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 108%113%70-130%
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 3 of 3
Client Sample ID:GMW-4
Lab Sample ID:LA97786-4 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 97%107%70-130%
460-00-4 4-Bromofluorobenzene 100%95%70-130%
(a) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 1 of 3
Client Sample ID:WSW-6
Lab Sample ID:LA97786-5 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1Q01474286.D 1 02/12/24 22:59 JY n/a n/a V1Q3872
Run #2
Purge Volume
Run #1 25.0 ml
Run #2
VOA Special List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 1.3 10 1.2 ug/l J
71-43-2 Benzene ND 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane a ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 2 of 3
Client Sample ID:WSW-6
Lab Sample ID:LA97786-5 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol 12.6 50 8.4 ug/l J
100-41-4 Ethylbenzene ND 0.50 0.20 ug/l
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene ND 0.50 0.10 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.22 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane a ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.15 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.16 ug/l
108-05-4 Vinyl Acetate a ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene ND 1.0 0.34 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
1330-20-7 Xylene (total)ND 0.50 0.16 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 113%70-130%
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 3 of 3
Client Sample ID:WSW-6
Lab Sample ID:LA97786-5 Date Sampled:01/30/24
Matrix:AQ - Ground Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 107%70-130%
460-00-4 4-Bromofluorobenzene 93%70-130%
(a) Associated CCV outside of control limits high, sample was ND.
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 1 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:LA97786-6 Date Sampled:01/30/24
Matrix:AQ - Trip Blank Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 1Q01474299.D 1 02/13/24 12:01 JY n/a n/a V1Q3873
Run #2 a 1Q01474238.D 1 02/10/24 21:24 JY n/a n/a V1Q3871
Purge Volume
Run #1 25.0 ml
Run #2 25.0 ml
VOA Special List
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone b 3.1 10 1.2 ug/l J
71-43-2 Benzene ND 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane c ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 2 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:LA97786-6 Date Sampled:01/30/24
Matrix:AQ - Trip Blank Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Compound Result RL MDL Units Q
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol b 24.8 50 8.4 ug/l J
100-41-4 Ethylbenzene ND 0.50 0.20 ug/l
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene ND 0.50 0.10 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.22 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane c ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.15 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.16 ug/l
108-05-4 Vinyl Acetate ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene ND 1.0 0.34 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
1330-20-7 Xylene (total)ND 0.50 0.16 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
17060-07-0 1,2-Dichloroethane-D4 110%110%70-130%
ND = Not detected MDL = Method Detection Limit 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
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Report of Analysis Page 3 of 3
Client Sample ID:TRIP BLANK
Lab Sample ID:LA97786-6 Date Sampled:01/30/24
Matrix:AQ - Trip Blank Water Date Received:02/01/24
Method:SM 6200B Percent Solids:n/a
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
VOA Special List
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
2037-26-5 Toluene-D8 107%107%70-130%
460-00-4 4-Bromofluorobenzene 91%99%70-130%
(a) Confirmation run.
(b) Confirmed by reanalysis.
(c) Associated CCV outside of control limits high, sample was ND.
ND = Not detected MDL = Method Detection Limit 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
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Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
 Chain of Custody
Scott, LA
Section 5
27 of 49
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LA97786: Chain of Custody
Page 1 of 3
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LA97786: Chain of Custody
Page 2 of 3
29 of 49
LA97786
5
5.
1
Job Number:LA97786 Client:ATC
Date / Time Received:2/1/2024 9:00:00 AM Delivery Method:FEDEX
Project:AVENTS GROCERY
4. No. Coolers:1
Airbill #'s:704303395125
Cooler Security
1. Custody Seals Present:
Y or N
2. Custody Seals Intact:
3. COC Present:
4. Smpl Dates/Time OK
2. Cooler temp verification:
Cooler Temperature Y or N
1. Temp criteria achieved:
3. Cooler media:Ice (direct contact)
Quality Control Preservatio 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 (Raw Measured) °C:
Cooler Temps (Corrected) °C:
Cooler 1: (3.2);
Cooler 1: (3.2);
SM089-03Rev. Date 12/7/17
SGS Sample Receipt Summary
Test Strip Lot #s:pH 1-12:pH 12+:Other: (Specify)
LA97786: Chain of Custody
Page 3 of 3
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LA97786
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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 6
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LA97786
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Method Blank Summary Page 1 of 2
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3871-MB1 1Q01474235.D 1 02/10/24 JY n/a n/a V1Q3871
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-4
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone ND 10 1.2 ug/l
71-43-2 Benzene ND 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol 18.4 50 8.4 ug/l J
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
32 of 49
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Method Blank Summary Page 2 of 2
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3871-MB1 1Q01474235.D 1 02/10/24 JY n/a n/a V1Q3871
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-4
CAS No.Compound Result RL MDL Units Q
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
108-05-4 Vinyl Acetate ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
CAS No.Surrogate Recoveries Limits
17060-07-0 1,2-Dichloroethane-D4 109%70-130%
2037-26-5 Toluene-D8 107%70-130%
460-00-4 4-Bromofluorobenzene 99%70-130%
33 of 49
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Method Blank Summary Page 1 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3872-MB1 1Q01474276.D 1 02/12/24 JY n/a n/a V1Q3872
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-2, LA97786-3, LA97786-4, LA97786-5
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone 1.3 10 1.2 ug/l J
71-43-2 Benzene ND 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol 12.5 50 8.4 ug/l J
100-41-4 Ethylbenzene ND 0.50 0.20 ug/l
34 of 49
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Method Blank Summary Page 2 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3872-MB1 1Q01474276.D 1 02/12/24 JY n/a n/a V1Q3872
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-2, LA97786-3, LA97786-4, LA97786-5
CAS No.Compound Result RL MDL Units Q
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene ND 0.50 0.10 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.22 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.16 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.17 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.15 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.16 ug/l
108-05-4 Vinyl Acetate ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene ND 1.0 0.34 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
1330-20-7 Xylene (total)ND 0.50 0.16 ug/l
35 of 49
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Method Blank Summary Page 3 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3872-MB1 1Q01474276.D 1 02/12/24 JY n/a n/a V1Q3872
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-2, LA97786-3, LA97786-4, LA97786-5
CAS No.Surrogate Recoveries Limits
17060-07-0 1,2-Dichloroethane-D4 113%70-130%
2037-26-5 Toluene-D8 106%70-130%
460-00-4 4-Bromofluorobenzene 98%70-130%
36 of 49
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Method Blank Summary Page 1 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3873-MB1 1Q01474296.D 1 02/13/24 JY n/a n/a V1Q3873
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-6
CAS No.Compound Result RL MDL Units Q
67-64-1 Acetone ND 10 1.2 ug/l
71-43-2 Benzene ND 0.50 0.27 ug/l
108-86-1 Bromobenzene ND 0.50 0.18 ug/l
74-97-5 Bromochloromethane ND 0.50 0.12 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.18 ug/l
75-25-2 Bromoform ND 0.50 0.10 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.092 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.14 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.16 ug/l
56-23-5 Carbon Tetrachloride ND 0.20 0.092 ug/l
108-90-7 Chlorobenzene ND 0.50 0.16 ug/l
75-00-3 Chloroethane ND 0.50 0.055 ug/l
67-66-3 Chloroform ND 0.50 0.094 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.16 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.20 ug/l
124-48-1 Dibromochloromethane ND 0.20 0.075 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.13 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.24 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.12 ug/l
541-73-1 m-Dichlorobenzene ND 0.50 0.063 ug/l
95-50-1 o-Dichlorobenzene ND 0.50 0.20 ug/l
106-46-7 p-Dichlorobenzene ND 0.50 0.22 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.10 ug/l
107-06-2 1,2-Dichloroethane ND 0.20 0.12 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.094 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.11 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.15 ug/l
78-87-5 1,2-Dichloropropane ND 0.30 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.21 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.079 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.12 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.20 0.10 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.20 0.056 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.073 ug/l
64-17-5 Ethyl Alcohol ND 50 8.4 ug/l
100-41-4 Ethylbenzene ND 0.50 0.20 ug/l
37 of 49
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Method Blank Summary Page 2 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3873-MB1 1Q01474296.D 1 02/13/24 JY n/a n/a V1Q3873
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-6
CAS No.Compound Result RL MDL Units Q
591-78-6 2-Hexanone ND 1.0 0.42 ug/l
87-68-3 Hexachlorobutadiene ND 0.20 0.11 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.23 ug/l
74-87-3 Methyl Chloride ND 0.50 0.066 ug/l
74-95-3 Methylene Bromide ND 0.50 0.11 ug/l
75-09-2 Methylene Chloride ND 0.50 0.080 ug/l
78-93-3 Methyl Ethyl Ketone ND 25 0.28 ug/l
108-10-1 4-Methyl-2-pentanone ND 0.50 0.24 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.068 ug/l
91-20-3 Naphthalene 0.44 0.50 0.10 ug/l J
103-65-1 n-Propylbenzene ND 0.50 0.22 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.18 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.20 0.12 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.22 ug/l
108-88-3 Toluene ND 0.50 0.29 ug/l
87-61-6 1,2,3-Trichlorobenzene 0.31 0.50 0.16 ug/l J
120-82-1 1,2,4-Trichlorobenzene 0.18 0.50 0.17 ug/l J
71-55-6 1,1,1-Trichloroethane ND 0.50 0.16 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.30 0.17 ug/l
79-01-6 Trichloroethylene ND 0.50 0.18 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.073 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.023 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.15 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.16 ug/l
108-05-4 Vinyl Acetate ND 0.50 0.069 ug/l
75-01-4 Vinyl Chloride ND 0.10 0.075 ug/l
m,p-Xylene ND 1.0 0.34 ug/l
95-47-6 o-Xylene ND 0.50 0.15 ug/l
1330-20-7 Xylene (total)ND 0.50 0.16 ug/l
38 of 49
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Method Blank Summary Page 3 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3873-MB1 1Q01474296.D 1 02/13/24 JY n/a n/a V1Q3873
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-6
CAS No.Surrogate Recoveries Limits
17060-07-0 1,2-Dichloroethane-D4 113%70-130%
2037-26-5 Toluene-D8 107%70-130%
460-00-4 4-Bromofluorobenzene 93%70-130%
39 of 49
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Blank Spike/Blank Spike Duplicate Summary Page 1 of 2
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3871-BS1 1Q01474232.D 1 02/10/24 JY n/a n/a V1Q3871
V1Q3871-BSD1 1Q01474233.D 1 02/10/24 JY n/a n/a V1Q3871
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-4
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
67-64-1 Acetone 50 47.6 95 46.2 92 3 70-130/30
71-43-2 Benzene 20 18.2 91 18.1 91 1 70-130/30
108-86-1 Bromobenzene 20 17.4 87 17.2 86 1 70-130/30
74-97-5 Bromochloromethane 20 17.4 87 17.2 86 1 70-130/30
75-27-4 Bromodichloromethane 20 17.7 89 17.7 89 0 70-130/30
75-25-2 Bromoform 20 16.5 83 16.2 81 2 70-130/30
104-51-8 n-Butylbenzene 20 19.3 97 19.5 98 1 70-130/30
135-98-8 sec-Butylbenzene 20 18.5 93 18.9 95 2 70-130/30
98-06-6 tert-Butylbenzene 20 18.2 91 18.6 93 2 70-130/30
56-23-5 Carbon Tetrachloride 20 20.2 101 20.5 103 1 70-130/30
108-90-7 Chlorobenzene 20 17.7 89 17.6 88 1 70-130/30
75-00-3 Chloroethane 20 21.4 107 21.9 110 2 60-140/30
67-66-3 Chloroform 20 18.0 90 18.1 91 1 70-130/30
95-49-8 o-Chlorotoluene 20 17.9 90 18.1 91 1 70-130/30
106-43-4 p-Chlorotoluene 20 17.9 90 18.1 91 1 70-130/30
124-48-1 Dibromochloromethane 20 17.4 87 17.1 86 2 70-130/30
96-12-8 1,2-Dibromo-3-chloropropane 20 16.3 82 16.3 82 0 70-130/30
106-93-4 1,2-Dibromoethane 20 19.0 95 18.7 94 2 70-130/30
75-71-8 Dichlorodifluoromethane 20 20.5 103 21.4 107 4 60-140/30
541-73-1 m-Dichlorobenzene 20 17.6 88 17.7 89 1 70-130/30
95-50-1 o-Dichlorobenzene 20 17.7 89 17.5 88 1 70-130/30
106-46-7 p-Dichlorobenzene 20 17.5 88 17.6 88 1 70-130/30
75-34-3 1,1-Dichloroethane 20 18.2 91 18.2 91 0 70-130/30
107-06-2 1,2-Dichloroethane 20 17.7 89 17.6 88 1 70-130/30
75-35-4 1,1-Dichloroethylene 20 19.0 95 19.2 96 1 70-130/30
156-59-2 cis-1,2-Dichloroethylene 20 18.3 92 18.4 92 1 70-130/30
156-60-5 trans-1,2-Dichloroethylene 20 18.3 92 18.3 92 0 70-130/30
78-87-5 1,2-Dichloropropane 20 18.1 91 17.8 89 2 70-130/30
142-28-9 1,3-Dichloropropane 20 17.8 89 17.5 88 2 70-130/30
594-20-7 2,2-Dichloropropane 20 19.7 99 19.6 98 1 70-130/30
563-58-6 1,1-Dichloropropene 20 19.8 99 19.9 100 1 70-130/30
10061-01-5 cis-1,3-Dichloropropene 20 18.1 91 17.9 90 1 70-130/30
10061-02-6 trans-1,3-Dichloropropene 20 17.4 87 17.3 87 1 70-130/30
108-20-3 Di-Isopropyl Ether 20 17.9 90 17.9 90 0 70-130/30
64-17-5 Ethyl Alcohol 400 370 93 363 91 2 70-130/30
591-78-6 2-Hexanone 50 45.2 90 44.4 89 2 70-130/30
* = Outside of Control Limits.
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Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3871-BS1 1Q01474232.D 1 02/10/24 JY n/a n/a V1Q3871
V1Q3871-BSD1 1Q01474233.D 1 02/10/24 JY n/a n/a V1Q3871
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-4
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
87-68-3 Hexachlorobutadiene 20 19.2 96 19.6 98 2 70-130/30
99-87-6 p-Isopropyltoluene 20 18.7 94 18.9 95 1 70-130/30
74-83-9 Methyl Bromide 20 18.8 94 19.2 96 2 60-140/30
74-87-3 Methyl Chloride 20 18.9 95 19.3 97 2 60-140/30
74-95-3 Methylene Bromide 20 17.6 88 17.5 88 1 70-130/30
75-09-2 Methylene Chloride 20 18.3 92 18.1 91 1 70-130/30
78-93-3 Methyl Ethyl Ketone 50 57.1 114 56.9 114 0 70-130/30
108-10-1 4-Methyl-2-pentanone 50 50.1 100 49.1 98 2 70-130/30
1634-04-4 Methyl Tert Butyl Ether 20 19.5 98 19.4 97 1 70-130/30
100-42-5 Styrene 20 17.8 89 17.7 89 1 70-130/30
630-20-6 1,1,1,2-Tetrachloroethane 20 17.8 89 17.6 88 1 70-130/30
79-34-5 1,1,2,2-Tetrachloroethane 20 18.6 93 18.4 92 1 70-130/30
127-18-4 Tetrachloroethylene 20 18.6 93 18.7 94 1 70-130/30
108-88-3 Toluene 20 17.8 89 17.6 88 1 70-130/30
87-61-6 1,2,3-Trichlorobenzene 20 17.8 89 17.7 89 1 70-130/30
120-82-1 1,2,4-Trichlorobenzene 20 17.5 88 17.7 89 1 70-130/30
71-55-6 1,1,1-Trichloroethane 20 19.4 97 19.7 99 2 70-130/30
79-00-5 1,1,2-Trichloroethane 20 17.6 88 17.3 87 2 70-130/30
79-01-6 Trichloroethylene 20 18.7 94 18.9 95 1 70-130/30
75-69-4 Trichlorofluoromethane 20 21.2 106 21.8 109 3 60-140/30
96-18-4 1,2,3-Trichloropropane 20 19.8 99 19.1 96 4 70-130/30
108-05-4 Vinyl Acetate 20 18.7 94 17.7 89 5 70-130/30
75-01-4 Vinyl Chloride 20 19.0 95 19.2 96 1 60-140/30
95-47-6 o-Xylene 20 17.7 89 17.7 89 0 70-130/30
CAS No.Surrogate Recoveries BSP BSD Limits
17060-07-0 1,2-Dichloroethane-D4 101%101%70-130%
2037-26-5 Toluene-D8 99%98%70-130%
460-00-4 4-Bromofluorobenzene 102%101%70-130%
* = Outside of Control Limits.
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Blank Spike/Blank Spike Duplicate Summary Page 1 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3872-BS1 1Q01474269.D 1 02/12/24 JY n/a n/a V1Q3872
V1Q3872-BSD1 1Q01474270.D 1 02/12/24 JY n/a n/a V1Q3872
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-2, LA97786-3, LA97786-4, LA97786-5
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
67-64-1 Acetone 50 54.0 108 57.4 115 6 70-130/30
71-43-2 Benzene 20 18.8 94 18.6 93 1 70-130/30
108-86-1 Bromobenzene 20 16.8 84 16.9 85 1 70-130/30
74-97-5 Bromochloromethane 20 18.3 92 18.7 94 2 70-130/30
75-27-4 Bromodichloromethane 20 17.5 88 17.5 88 0 70-130/30
75-25-2 Bromoform 20 15.8 79 15.7 79 1 70-130/30
104-51-8 n-Butylbenzene 20 19.6 98 20.0 100 2 70-130/30
135-98-8 sec-Butylbenzene 20 19.7 99 20.0 100 2 70-130/30
98-06-6 tert-Butylbenzene 20 19.4 97 19.6 98 1 70-130/30
56-23-5 Carbon Tetrachloride 20 20.0 100 20.0 100 0 70-130/30
108-90-7 Chlorobenzene 20 18.1 91 18.3 92 1 70-130/30
75-00-3 Chloroethane 20 28.9 145* a 29.5 148* a 2 60-140/30
67-66-3 Chloroform 20 17.8 89 19.1 96 7 70-130/30
95-49-8 o-Chlorotoluene 20 18.4 92 18.6 93 1 70-130/30
106-43-4 p-Chlorotoluene 20 18.5 93 18.4 92 1 70-130/30
124-48-1 Dibromochloromethane 20 16.9 85 16.9 85 0 70-130/30
96-12-8 1,2-Dibromo-3-chloropropane 20 15.8 79 16.3 82 3 70-130/30
106-93-4 1,2-Dibromoethane 20 18.5 93 18.7 94 1 70-130/30
75-71-8 Dichlorodifluoromethane 20 22.4 112 23.0 115 3 60-140/30
541-73-1 m-Dichlorobenzene 20 17.8 89 17.9 90 1 70-130/30
95-50-1 o-Dichlorobenzene 20 17.5 88 17.8 89 2 70-130/30
106-46-7 p-Dichlorobenzene 20 17.7 89 17.9 90 1 70-130/30
75-34-3 1,1-Dichloroethane 20 19.2 96 19.2 96 0 70-130/30
107-06-2 1,2-Dichloroethane 20 18.3 92 18.2 91 1 70-130/30
75-35-4 1,1-Dichloroethylene 20 19.5 98 19.5 98 0 70-130/30
156-59-2 cis-1,2-Dichloroethylene 20 18.5 93 18.4 92 1 70-130/30
156-60-5 trans-1,2-Dichloroethylene 20 18.6 93 18.6 93 0 70-130/30
78-87-5 1,2-Dichloropropane 20 18.5 93 18.4 92 1 70-130/30
142-28-9 1,3-Dichloropropane 20 18.2 91 18.3 92 1 70-130/30
594-20-7 2,2-Dichloropropane 20 21.2 106 21.1 106 0 70-130/30
563-58-6 1,1-Dichloropropene 20 20.4 102 20.6 103 1 70-130/30
10061-01-5 cis-1,3-Dichloropropene 20 17.9 90 17.9 90 0 70-130/30
10061-02-6 trans-1,3-Dichloropropene 20 18.1 91 18.2 91 1 70-130/30
108-20-3 Di-Isopropyl Ether 20 19.5 98 19.4 97 1 70-130/30
64-17-5 Ethyl Alcohol 400 451 113 386 97 16 70-130/30
100-41-4 Ethylbenzene 20 19.2 96 19.2 96 0 70-130/30
* = Outside of Control Limits.
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Blank Spike/Blank Spike Duplicate Summary Page 2 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3872-BS1 1Q01474269.D 1 02/12/24 JY n/a n/a V1Q3872
V1Q3872-BSD1 1Q01474270.D 1 02/12/24 JY n/a n/a V1Q3872
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-2, LA97786-3, LA97786-4, LA97786-5
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
591-78-6 2-Hexanone 50 49.9 100 51.3 103 3 70-130/30
87-68-3 Hexachlorobutadiene 20 18.5 93 18.5 93 0 70-130/30
98-82-8 Isopropylbenzene 20 19.1 96 19.0 95 1 70-130/30
99-87-6 p-Isopropyltoluene 20 19.7 99 19.7 99 0 70-130/30
74-83-9 Methyl Bromide 20 26.8 134 26.0 130 3 60-140/30
74-87-3 Methyl Chloride 20 20.5 103 21.0 105 2 60-140/30
74-95-3 Methylene Bromide 20 17.4 87 17.6 88 1 70-130/30
75-09-2 Methylene Chloride 20 18.4 92 18.6 93 1 70-130/30
78-93-3 Methyl Ethyl Ketone 50 59.6 119 60.5 121 1 70-130/30
108-10-1 4-Methyl-2-pentanone 50 52.3 105 52.0 104 1 70-130/30
1634-04-4 Methyl Tert Butyl Ether 20 20.1 101 20.3 102 1 70-130/30
91-20-3 Naphthalene 20 18.8 94 19.0 95 1 70-130/30
103-65-1 n-Propylbenzene 20 20.1 101 20.2 101 0 70-130/30
100-42-5 Styrene 20 18.3 92 18.4 92 1 70-130/30
630-20-6 1,1,1,2-Tetrachloroethane 20 17.5 88 17.5 88 0 70-130/30
79-34-5 1,1,2,2-Tetrachloroethane 20 20.6 103 20.8 104 1 70-130/30
127-18-4 Tetrachloroethylene 20 18.4 92 18.4 92 0 70-130/30
108-88-3 Toluene 20 18.6 93 18.6 93 0 70-130/30
87-61-6 1,2,3-Trichlorobenzene 20 16.8 84 17.1 86 2 70-130/30
120-82-1 1,2,4-Trichlorobenzene 20 17.1 86 17.3 87 1 70-130/30
71-55-6 1,1,1-Trichloroethane 20 19.5 98 19.8 99 2 70-130/30
79-00-5 1,1,2-Trichloroethane 20 17.8 89 18.0 90 1 70-130/30
79-01-6 Trichloroethylene 20 17.9 90 17.9 90 0 70-130/30
75-69-4 Trichlorofluoromethane 20 27.2 136 27.5 138 1 60-140/30
96-18-4 1,2,3-Trichloropropane 20 20.3 102 20.7 104 2 70-130/30
95-63-6 1,2,4-Trimethylbenzene 20 18.9 95 18.9 95 0 70-130/30
108-67-8 1,3,5-Trimethylbenzene 20 19.3 97 19.5 98 1 70-130/30
108-05-4 Vinyl Acetate 20 26.7 134* a 25.2 126 6 70-130/30
75-01-4 Vinyl Chloride 20 22.5 113 22.5 113 0 60-140/30
m,p-Xylene 40 40.3 101 40.0 100 1 70-130/30
95-47-6 o-Xylene 20 18.1 91 18.0 90 1 70-130/30
1330-20-7 Xylene (total)60 58.4 97 58.0 97 1 70-130/30
* = Outside of Control Limits.
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Blank Spike/Blank Spike Duplicate Summary Page 3 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3872-BS1 1Q01474269.D 1 02/12/24 JY n/a n/a V1Q3872
V1Q3872-BSD1 1Q01474270.D 1 02/12/24 JY n/a n/a V1Q3872
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-2, LA97786-3, LA97786-4, LA97786-5
CAS No.Surrogate Recoveries BSP BSD Limits
17060-07-0 1,2-Dichloroethane-D4 105%105%70-130%
2037-26-5 Toluene-D8 97%97%70-130%
460-00-4 4-Bromofluorobenzene 99%100%70-130%
(a) Outside control limits biased high. Analyte not detected in associated samples.
* = Outside of Control Limits.
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Blank Spike/Blank Spike Duplicate Summary Page 1 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3873-BS1 1Q01474294.D 1 02/13/24 JY n/a n/a V1Q3873
V1Q3873-BSD1 1Q01474295.D 1 02/13/24 JY n/a n/a V1Q3873
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-1, LA97786-6
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
67-64-1 Acetone 50 58.8 118 56.8 114 3 70-130/30
71-43-2 Benzene 20 18.4 92 18.5 93 1 70-130/30
108-86-1 Bromobenzene 20 16.4 82 16.4 82 0 70-130/30
74-97-5 Bromochloromethane 20 19.0 95 18.4 92 3 70-130/30
75-27-4 Bromodichloromethane 20 17.1 86 17.2 86 1 70-130/30
75-25-2 Bromoform 20 14.9 75 14.9 75 0 70-130/30
104-51-8 n-Butylbenzene 20 19.4 97 19.5 98 1 70-130/30
135-98-8 sec-Butylbenzene 20 19.5 98 19.7 99 1 70-130/30
98-06-6 tert-Butylbenzene 20 19.2 96 19.3 97 1 70-130/30
56-23-5 Carbon Tetrachloride 20 18.7 94 18.9 95 1 70-130/30
108-90-7 Chlorobenzene 20 17.9 90 17.9 90 0 70-130/30
75-00-3 Chloroethane 20 31.6 158* a 31.6 158* a 0 60-140/30
67-66-3 Chloroform 20 18.4 92 19.5 98 6 70-130/30
95-49-8 o-Chlorotoluene 20 18.1 91 18.3 92 1 70-130/30
106-43-4 p-Chlorotoluene 20 18.2 91 18.5 93 2 70-130/30
124-48-1 Dibromochloromethane 20 16.2 81 16.1 81 1 70-130/30
96-12-8 1,2-Dibromo-3-chloropropane 20 15.6 78 15.9 80 2 70-130/30
106-93-4 1,2-Dibromoethane 20 18.3 92 18.0 90 2 70-130/30
75-71-8 Dichlorodifluoromethane 20 19.1 96 20.1 101 5 60-140/30
541-73-1 m-Dichlorobenzene 20 17.5 88 17.7 89 1 70-130/30
95-50-1 o-Dichlorobenzene 20 17.5 88 17.6 88 1 70-130/30
106-46-7 p-Dichlorobenzene 20 17.7 89 17.5 88 1 70-130/30
75-34-3 1,1-Dichloroethane 20 18.8 94 18.8 94 0 70-130/30
107-06-2 1,2-Dichloroethane 20 18.4 92 18.1 91 2 70-130/30
75-35-4 1,1-Dichloroethylene 20 18.6 93 19.1 96 3 70-130/30
156-59-2 cis-1,2-Dichloroethylene 20 17.9 90 17.9 90 0 70-130/30
156-60-5 trans-1,2-Dichloroethylene 20 17.8 89 18.0 90 1 70-130/30
78-87-5 1,2-Dichloropropane 20 18.4 92 18.3 92 1 70-130/30
142-28-9 1,3-Dichloropropane 20 17.8 89 17.7 89 1 70-130/30
594-20-7 2,2-Dichloropropane 20 20.1 101 19.8 99 2 70-130/30
563-58-6 1,1-Dichloropropene 20 19.7 99 19.8 99 1 70-130/30
10061-01-5 cis-1,3-Dichloropropene 20 17.5 88 17.5 88 0 70-130/30
10061-02-6 trans-1,3-Dichloropropene 20 17.9 90 17.8 89 1 70-130/30
108-20-3 Di-Isopropyl Ether 20 19.7 99 19.6 98 1 70-130/30
64-17-5 Ethyl Alcohol 400 513 128 512 128 0 70-130/30
100-41-4 Ethylbenzene 20 18.7 94 18.9 95 1 70-130/30
* = Outside of Control Limits.
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Blank Spike/Blank Spike Duplicate Summary Page 2 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3873-BS1 1Q01474294.D 1 02/13/24 JY n/a n/a V1Q3873
V1Q3873-BSD1 1Q01474295.D 1 02/13/24 JY n/a n/a V1Q3873
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-1, LA97786-6
Spike BSP BSP BSD BSD Limits
CAS No.Compound ug/l ug/l %ug/l %RPD Rec/RPD
591-78-6 2-Hexanone 50 52.2 104 51.2 102 2 70-130/30
87-68-3 Hexachlorobutadiene 20 17.4 87 17.6 88 1 70-130/30
98-82-8 Isopropylbenzene 20 18.4 92 18.5 93 1 70-130/30
99-87-6 p-Isopropyltoluene 20 19.4 97 19.5 98 1 70-130/30
74-83-9 Methyl Bromide 20 26.9 135 28.2 141* a 5 60-140/30
74-87-3 Methyl Chloride 20 19.0 95 19.2 96 1 60-140/30
74-95-3 Methylene Bromide 20 17.4 87 17.1 86 2 70-130/30
75-09-2 Methylene Chloride 20 18.0 90 18.1 91 1 70-130/30
78-93-3 Methyl Ethyl Ketone 50 57.4 115 56.8 114 1 70-130/30
108-10-1 4-Methyl-2-pentanone 50 53.2 106 52.4 105 2 70-130/30
1634-04-4 Methyl Tert Butyl Ether 20 19.8 99 19.9 100 1 70-130/30
91-20-3 Naphthalene 20 19.0 95 18.8 94 1 70-130/30
103-65-1 n-Propylbenzene 20 20.0 100 20.1 101 0 70-130/30
100-42-5 Styrene 20 17.9 90 18.0 90 1 70-130/30
630-20-6 1,1,1,2-Tetrachloroethane 20 16.8 84 16.9 85 1 70-130/30
79-34-5 1,1,2,2-Tetrachloroethane 20 20.8 104 20.5 103 1 70-130/30
127-18-4 Tetrachloroethylene 20 17.6 88 18.0 90 2 70-130/30
108-88-3 Toluene 20 18.2 91 18.2 91 0 70-130/30
87-61-6 1,2,3-Trichlorobenzene 20 16.8 84 16.8 84 0 70-130/30
120-82-1 1,2,4-Trichlorobenzene 20 16.9 85 16.8 84 1 70-130/30
71-55-6 1,1,1-Trichloroethane 20 18.7 94 18.8 94 1 70-130/30
79-00-5 1,1,2-Trichloroethane 20 18.1 91 18.0 90 1 70-130/30
79-01-6 Trichloroethylene 20 17.5 88 17.6 88 1 70-130/30
75-69-4 Trichlorofluoromethane 20 28.7 144* a 28.6 143* a 0 60-140/30
96-18-4 1,2,3-Trichloropropane 20 21.1 106 21.1 106 0 70-130/30
95-63-6 1,2,4-Trimethylbenzene 20 18.7 94 19.0 95 2 70-130/30
108-67-8 1,3,5-Trimethylbenzene 20 19.3 97 19.3 97 0 70-130/30
108-05-4 Vinyl Acetate 20 26.2 131* a 24.2 121 8 70-130/30
75-01-4 Vinyl Chloride 20 22.0 110 22.0 110 0 60-140/30
m,p-Xylene 40 39.2 98 39.6 99 1 70-130/30
95-47-6 o-Xylene 20 17.7 89 17.8 89 1 70-130/30
1330-20-7 Xylene (total)60 56.8 95 57.3 96 1 70-130/30
* = Outside of Control Limits.
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Blank Spike/Blank Spike Duplicate Summary Page 3 of 3
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
V1Q3873-BS1 1Q01474294.D 1 02/13/24 JY n/a n/a V1Q3873
V1Q3873-BSD1 1Q01474295.D 1 02/13/24 JY n/a n/a V1Q3873
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-1, LA97786-6
CAS No.Surrogate Recoveries BSP BSD Limits
17060-07-0 1,2-Dichloroethane-D4 108%105%70-130%
2037-26-5 Toluene-D8 98%96%70-130%
460-00-4 4-Bromofluorobenzene 96%97%70-130%
(a) Outside control limits biased high. Analyte not detected in associated samples.
* = Outside of Control Limits.
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Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 2
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
LA97790-8MS 1Q01474256.D 20 02/11/24 JY n/a n/a V1Q3871
LA97790-8MSD 1Q01474257.D 20 02/11/24 JY n/a n/a V1Q3871
LA97790-8 a 1Q01474254.D 20 02/11/24 JY n/a n/a V1Q3871
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-4
LA97790-8 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 ND 1000 777 78 1000 792 79 2 70-130/20
71-43-2 Benzene 40.9 400 385 86 400 398 89 3 70-130/20
108-86-1 Bromobenzene ND 400 314 79 400 320 80 2 70-130/20
74-97-5 Bromochloromethane ND 400 335 84 400 341 85 2 70-130/20
75-27-4 Bromodichloromethane ND 400 321 80 400 339 85 5 70-130/20
75-25-2 Bromoform ND 400 284 71 400 295 74 4 70-130/20
104-51-8 n-Butylbenzene ND 400 316 79 400 333 83 5 70-130/20
135-98-8 sec-Butylbenzene ND 400 339 85 400 358 90 5 70-130/20
98-06-6 tert-Butylbenzene ND 400 341 85 400 358 90 5 70-130/20
56-23-5 Carbon Tetrachloride ND 400 369 92 400 382 96 3 70-130/20
108-90-7 Chlorobenzene ND 400 326 82 400 336 84 3 70-130/20
75-00-3 Chloroethane ND 400 459 115 400 468 117 2 60-140/20
67-66-3 Chloroform ND 400 317 79 400 310 78 2 70-130/20
95-49-8 o-Chlorotoluene ND 400 329 82 400 348 87 6 70-130/20
106-43-4 p-Chlorotoluene ND 400 326 82 400 341 85 4 70-130/20
124-48-1 Dibromochloromethane ND 400 312 78 400 321 80 3 70-130/20
96-12-8 1,2-Dibromo-3-chloropropane ND 400 297 74 400 308 77 4 70-130/20
106-93-4 1,2-Dibromoethane ND 400 352 88 400 357 89 1 70-130/20
75-71-8 Dichlorodifluoromethane ND 400 339 85 400 351 88 3 60-140/20
541-73-1 m-Dichlorobenzene ND 400 316 79 400 330 83 4 70-130/20
95-50-1 o-Dichlorobenzene ND 400 317 79 400 330 83 4 70-130/20
106-46-7 p-Dichlorobenzene ND 400 313 78 400 326 82 4 70-130/20
75-34-3 1,1-Dichloroethane ND 400 349 87 400 360 90 3 70-130/20
107-06-2 1,2-Dichloroethane ND 400 339 85 400 346 87 2 70-130/20
75-35-4 1,1-Dichloroethylene ND 400 363 91 400 369 92 2 70-130/20
156-59-2 cis-1,2-Dichloroethylene ND 400 353 88 400 363 91 3 70-130/20
156-60-5 trans-1,2-Dichloroethylene ND 400 342 86 400 352 88 3 70-130/20
78-87-5 1,2-Dichloropropane ND 400 341 85 400 348 87 2 70-130/20
142-28-9 1,3-Dichloropropane ND 400 331 83 400 335 84 1 70-130/20
594-20-7 2,2-Dichloropropane ND 400 115 29* b 400 118 30* b 3 70-130/20
563-58-6 1,1-Dichloropropene ND 400 366 92 400 376 94 3 70-130/20
10061-01-5 cis-1,3-Dichloropropene ND 400 269 67* b 400 277 69* b 3 70-130/20
10061-02-6 trans-1,3-Dichloropropene ND 400 274 69* b 400 279 70 2 70-130/20
108-20-3 Di-Isopropyl Ether ND 400 346 87 400 351 88 1 70-130/20
64-17-5 Ethyl Alcohol ND 8000 7740 97 8000 6490 81 18 70-130/20
591-78-6 2-Hexanone ND 1000 820 82 1000 827 83 1 70-130/20
* = Outside of Control Limits.
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Matrix Spike/Matrix Spike Duplicate Summary Page 2 of 2
Job Number:LA97786
Account:ATCNCR Atlas
Project:Avents Grocery, 2275 Giddensville Road, Faison, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
LA97790-8MS 1Q01474256.D 20 02/11/24 JY n/a n/a V1Q3871
LA97790-8MSD 1Q01474257.D 20 02/11/24 JY n/a n/a V1Q3871
LA97790-8 a 1Q01474254.D 20 02/11/24 JY n/a n/a V1Q3871
The QC reported here applies to the following samples:Method: SM 6200B
LA97786-4
LA97790-8 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
87-68-3 Hexachlorobutadiene ND 400 279 70 400 311 78 11 70-130/20
99-87-6 p-Isopropyltoluene ND 400 334 84 400 349 87 4 70-130/20
74-83-9 Methyl Bromide ND 400 301 75 400 380 95 23* b 60-140/20
74-87-3 Methyl Chloride ND 400 331 83 400 345 86 4 60-140/20
74-95-3 Methylene Bromide ND 400 329 82 400 336 84 2 70-130/20
75-09-2 Methylene Chloride 3.3 J 400 354 88 400 360 89 2 70-130/20
78-93-3 Methyl Ethyl Ketone ND 1000 975 98 1000 1020 102 5 70-130/20
108-10-1 4-Methyl-2-pentanone ND 1000 921 92 1000 936 94 2 70-130/20
1634-04-4 Methyl Tert Butyl Ether ND 400 370 93 400 376 94 2 70-130/20
100-42-5 Styrene ND 400 338 85 400 348 87 3 70-130/20
630-20-6 1,1,1,2-Tetrachloroethane ND 400 323 81 400 330 83 2 70-130/20
79-34-5 1,1,2,2-Tetrachloroethane ND 400 379 95 400 390 98 3 70-130/20
127-18-4 Tetrachloroethylene ND 400 322 81 400 329 82 2 70-130/20
108-88-3 Toluene ND 400 340 85 400 346 87 2 70-130/20
87-61-6 1,2,3-Trichlorobenzene ND 400 286 72 400 304 76 6 70-130/20
120-82-1 1,2,4-Trichlorobenzene ND 400 289 72 400 305 76 5 70-130/20
71-55-6 1,1,1-Trichloroethane ND 400 364 91 400 373 93 2 70-130/20
79-00-5 1,1,2-Trichloroethane ND 400 330 83 400 338 85 2 70-130/20
79-01-6 Trichloroethylene ND 400 316 79 400 324 81 3 70-130/20
75-69-4 Trichlorofluoromethane ND 400 441 110 400 444 111 1 60-140/20
96-18-4 1,2,3-Trichloropropane ND 400 372 93 400 379 95 2 70-130/20
108-05-4 Vinyl Acetate ND 400 458 115 400 462 116 1 70-130/20
75-01-4 Vinyl Chloride ND 400 375 94 400 369 92 2 60-140/20
95-47-6 o-Xylene ND 400 333 83 400 342 86 3 70-130/20
CAS No.Surrogate Recoveries MS MSD LA97790-8 Limits
17060-07-0 1,2-Dichloroethane-D4 106%102%107%70-130%
2037-26-5 Toluene-D8 99%99%107%70-130%
460-00-4 4-Bromofluorobenzene 99%97%96%70-130%
(a) Sample used for QC purposes only.
(b) Outside control limits due to matrix interference. Blank Spike meets acceptance criteria.
* = Outside of Control Limits.
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Avent’s Grocery

ATC Project No. STL1279302 NCDEQ State Lead Program
APPENDIX D

GSI MANN-KENDALL TOOLKITS
Evaluation Date:Job ID:
Facility Name:Constituent:
Conducted By:Concentration Units:µg/L
Sampling Point ID:Benzene Toluene Ethylbenzene Xylenes Naphthalene
Sampling Sampling
Event Date
1 9-Jun-94 14000 809 1500 3960 322
2 4-Jun-97 4700 650 780 2140 170
3 18-Nov-97 3920 50 50 601
4 29-Apr-98 2400 50 570 110
5 24-Sep-10 1500 47 8.4 44
6 13-May-13 0.25 0.11 0.59
7 18-Feb-15 1800 44 520 670 130
8 6-Apr-16 2200 1200 660 1530 70
9 27-Oct-17 2130 127 1180 2530 315
10 9-Oct-18 1980 275 1340 3120 405
11 27-Feb-20 1300 823 800 2440 216
12 1-Mar-21 2150 4260 2030 5960 399
13 14-Oct-21 2440 1100 2300 5000 392
14 8-Dec-22 284 1.2 240 32.55 68.2
15 30-Jan-24 3.3 0.25 0.68 0.25 0.72
16
17
18
19
20
Coefficient of Variation:1.24 1.52 0.99 1.01 0.72
Mann-Kendall Statistic (S):-47 -6 14 5 -4
Confidence Factor:99.0%63.1%73.7%57.7%57.1%
Concentration Trend:Decreasing No Trend No Trend No Trend Stable
Notes:
1.At least four independent sampling events per well are required for calculating the trend. Methodology is valid for 4 to 40 samples.
2.Confidence in Trend = Confidence (in percent) that constituent concentration is increasing (S>0) or decreasing (S<0): >95% = Increasing or Decreasing;
≥ 90% = Probably Increasing or Probably Decreasing; < 90% and S>0 = No Trend; < 90%, S≤0, and COV ≥ 1 = No Trend; < 90% and COV < 1 = Stable.
3.Methodology based on "MAROS: A Decision Support System for Optimizing Monitoring Plans", J.J. Aziz, M. Ling, H.S. Rifai, C.J. Newell, and J.R. Gonzales,
Ground Water, 41(3):355-367, 2003.
DISCLAIMER: The GSI Mann-Kendall Toolkit is available "as is". Considerable care has been exercised in preparing this software product; however, no party, including without
limitation GSI Environmental Inc., makes any representation or warranty regarding the accuracy, correctness, or completeness of the information contained herein, and no such
party shall be liable for any direct, indirect, consequential, incidental or other damages resulting from the use of this product or the information contained herein. Information in
this publication is subject to change without notice. GSI Environmental Inc., disclaims any responsibility or obligation to update the information contained herein.
MW-1 CONCENTRATION (µg/L)
GSI Environmental Inc., www.gsi-net.com
GSI MANN-KENDALL TOOLKIT
for Constituent Trend Analysis
1-Mar-24 Incident #12793
Avent's Grocery MW-1
ATC Associates of North Carolina, P.C.
0.1
1
10
100
1000
10000
09/91 03/97 09/02 02/08 08/13 02/19 07/24
Co
n
c
e
n
t
r
a
t
i
o
n

(
µ
g
/
L
)
Sampling Date
Benzene
Toluene
Ethylbenzene
Xylenes
Naphthalene
Evaluation Date:Job ID:
Facility Name:Constituent:
Conducted By:Concentration Units:µg/L
Sampling Point ID:Benzene Naphthalene
Sampling Sampling
Event Date
1 9-Jun-94 1320 88.5
2 4-Jun-97 1800 130
3 18-Nov-97 1400
4 29-Apr-98 800 58
5 24-Sep-10 4.3
6 13-May-13
7 6-Apr-16 27 5.2
8 27-Oct-17 1.7 8.3
9 9-Oct-18 5.6 12.6
10 27-Feb-20 27.8 39.6
11 14-Oct-21 43 177
12 8-Dec-22 13.5 7.97
13 30-Jan-24 5.8 114
14
15
16
17
18
19
20
Coefficient of Variation:1.41 1.03
Mann-Kendall Statistic (S):-27 3
Confidence Factor:98.0%56.0%
Concentration Trend:Decreasing No Trend
Notes:
1.At least four independent sampling events per well are required for calculating the trend. Methodology is valid for 4 to 40 samples.
2.Confidence in Trend = Confidence (in percent) that constituent concentration is increasing (S>0) or decreasing (S<0): >95% = Increasing or Decreasing;
≥ 90% = Probably Increasing or Probably Decreasing; < 90% and S>0 = No Trend; < 90%, S≤0, and COV ≥ 1 = No Trend; < 90% and COV < 1 = Stable.
3.Methodology based on "MAROS: A Decision Support System for Optimizing Monitoring Plans", J.J. Aziz, M. Ling, H.S. Rifai, C.J. Newell, and J.R. Gonzales,
Ground Water, 41(3):355-367, 2003.
DISCLAIMER: The GSI Mann-Kendall Toolkit is available "as is". Considerable care has been exercised in preparing this software product; however, no party, including without
limitation GSI Environmental Inc., makes any representation or warranty regarding the accuracy, correctness, or completeness of the information contained herein, and no such
party shall be liable for any direct, indirect, consequential, incidental or other damages resulting from the use of this product or the information contained herein. Information in
this publication is subject to change without notice. GSI Environmental Inc., disclaims any responsibility or obligation to update the information contained herein.
MW-10 CONCENTRATION (µg/L)
GSI Environmental Inc., www.gsi-net.com
GSI MANN-KENDALL TOOLKIT
for Constituent Trend Analysis
1-Mar-24 Incident #12793
Avent's Grocery MW-10
ATC Associates of North Carolina, P.C.
1
10
100
1000
10000
09/91 03/97 09/02 02/08 08/13 02/19 07/24
Co
n
c
e
n
t
r
a
t
i
o
n

(
µ
g
/
L
)
Sampling Date
Benzene
Naphthalene
Evaluation Date:Job ID:
Facility Name:Constituent:
Conducted By:Concentration Units:µg/L
Sampling Point ID:Benzene Toluene Ethylbenzene Xylenes Naphthalene
Sampling Sampling
Event Date
1 8-Nov-06 9.4 190 226 397 82
2 5-Aug-09 27 130 370 300 130
3 19-Mar-10 39.9 303 793 749 111
4 1-Sep-10 36.1 67 670 361.5 244
5 2-Dec-10 60.7 627 1310 1625 294
6 23-Mar-11 79 934 1990 1917 449
7 1-Jul-11 136 1360 2780 3787 504
8 7-Nov-11 15.8 24.5 553 139.5 91.9
9 5-Jun-12 23.1 357 761 946 196
10 30-Apr-13 62 960 1900 2500 330
11 6-Apr-16 58 330 2900 4525 480
12 9-Oct-18 28.8 106 2020 2770 655
13 1-Apr-19 38.3 95.9 2260 3050 605
14 27-Feb-20 46.2 178 2580 4060 613
15 1-Mar-21 45.3 132 2910 4960 725
16 14-Oct-21 26.6 33.9 2200 1398.04 561
17 8-Dec-22 11.4 13.4 1130 344.65 410
18 30-Jan-24 12.5 30.3 325 434 72
19
20
Coefficient of Variation:0.73 1.19 0.62 0.85 0.60
Mann-Kendall Statistic (S):-17 -49 55 45 63
Confidence Factor:72.5%96.6%98.0%95.2%99.1%
Concentration Trend:Stable Decreasing Increasing Increasing Increasing
Notes:
1.At least four independent sampling events per well are required for calculating the trend. Methodology is valid for 4 to 40 samples.
2.Confidence in Trend = Confidence (in percent) that constituent concentration is increasing (S>0) or decreasing (S<0): >95% = Increasing or Decreasing;
≥ 90% = Probably Increasing or Probably Decreasing; < 90% and S>0 = No Trend; < 90%, S≤0, and COV ≥ 1 = No Trend; < 90% and COV < 1 = Stable.
3.Methodology based on "MAROS: A Decision Support System for Optimizing Monitoring Plans", J.J. Aziz, M. Ling, H.S. Rifai, C.J. Newell, and J.R. Gonzales,
Ground Water, 41(3):355-367, 2003.
DISCLAIMER: The GSI Mann-Kendall Toolkit is available "as is". Considerable care has been exercised in preparing this software product; however, no party, including without
limitation GSI Environmental Inc., makes any representation or warranty regarding the accuracy, correctness, or completeness of the information contained herein, and no such
party shall be liable for any direct, indirect, consequential, incidental or other damages resulting from the use of this product or the information contained herein. Information in
this publication is subject to change without notice. GSI Environmental Inc., disclaims any responsibility or obligation to update the information contained herein.
GMW-4R CONCENTRATION (µg/L)
GSI Environmental Inc., www.gsi-net.com
GSI MANN-KENDALL TOOLKIT
for Constituent Trend Analysis
1-Mar-24 Incident #12793
Avent's Grocery GMW-4R
ATC Associates of North Carolina, P.C.
1
10
100
1000
10000
05/05 02/08 11/10 08/13 05/16 02/19 10/21 07/24
Co
n
c
e
n
t
r
a
t
i
o
n

(
µ
g
/
L
)
Sampling Date
Benzene
Toluene
Ethylbenzene
Xylenes
Naphthalene