FA-56_3601_CA_MRP_20230428

ENVIRONMENTAL | CIVIL | GEOTECHNICAL

MONITORING REPORT FORMER KWIK SHOP 3625 CUMBERLAND ROAD FAYETTEVILLE, CUMBERLAND COUNTY, NC NCDEQ INCIDENT NO. 3601 RISK CLASSIFICATION: H0215R

APRIL 28, 2023 NCDEQ CONTRACT NO. N122019D TASK AUTHORIZATION NO. 04 CATLIN PROJECT NO. 220275 PREPARED FOR: MR. HASSAN OSMAN NCDEQ, DWM, UST SECTION 1646 MAIL SERVICE CENTER RALEIGH, NC 27699-1646 PREPARED BY: CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD WILMINGTON, NC 28405 [phone]
CORPORATE LICENSURE NO. FOR ENGINEERING SERVICES C-0585
CORPORATE LICENSURE NO. FOR GEOLOGY SERVICES C-118

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023
TABLE OF CONTENTS
PAGE
1.0 SITE INFORMATION 1
2.0 EXECUTIVE SUMMARY 2
3.0 SCOPE OF SERVICES 3
4.0 SITE HISTORY AND CHARACTERIZATION 3
4.1 UST OWNER AND OPERATOR INFORMATION 3 4.2 UST INFORMATION 3 4.3 CONTAMINANT SOURCE INVENTORY 4 4.4 SITE CHARACTERISTICS 4 4.5 OWNERS AND OCCUPANTS OF ADJOINING/NEARBY PROPERTIES AND LAND USE 4 4.6 RECEPTOR INFORMATION 5 4.7 PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIVITIES 6
5.0 REGIONAL AND SITE GEOLOGY AND HYDROGEOLOGY 7
5.1 SOIL AND BEDROCK 7
5.2 HYDROGEOLOGY 8
6.0 CURRENT SITE ASSESSMENT INFORMATION 8
6.1 GAUGING DATA 9 6.2 SAMPLING DATA 9 6.3 SUMMARY OF GROUNDWATER INFORMATION 10 6.4 EVALUATION OF ASSESSMENT INFORMATION 11
7.0 CONCLUSIONS AND RECOMMENDATIONS 12
8.0 LIMITATIONS 12
9.0 STATEMENTS AND CERTIFICATION 13
10.0 REFERENCES 13

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TABLES
TABLE 1 SITE HISTORY – UST AND OTHER RELEASE INFORMATION
TABLE 2A PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION – FORMER KWIK SHOP SITE
TABLE 2B PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION – FORMER BALL’S GROCERY SITE
TABLE 3 WELL CONSTRUCTION AND HISTORICAL WATER LEVEL GAUGING DATA
TABLE 4 SUMMARY OF GROUNDWATER LABORATORY RESULTS – STANDARD METHOD 6200B
TABLE 5 SUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS – STANDARD METHOD 6200B
FIGURES FIGURE 1 SITE VICINITY MAP
FIGURE 2 POTENTIAL RECEPTOR MAP
FIGURE 4 GROUNDWATER ELEVATION – MARCH 14, 2023
FIGURE 5 MONITORING WELL GROUNDWATER SAMPLE ANALYTICAL RESULTS –
MARCH 14, 2023
FIGURE 6 WATER SUPPLY WELL SAMPLE ANALYTICAL RESULTS – MARCH 14, 2023

APPENDICES APPENDIX A HISTORICAL DATA
APPENDIX B SITE PHOTOGRAPHS
APPENDIX C DAILY ACTIVITIES LOG AND FIELD DATA SHEETS
APPENDIX D LABORATORY ANALYTICAL REPORT AND CHAIN OF CUSTODY DOCUMENT

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1.0 SITE INFORMATION
Site Identification
Date: 04/28/2023 Site Risk/Priority Rank: H0215R
UST Number: FA-56 Incident Number: 3601
Site Name: Former Kwik Shop Facility ID: Unknown
Site Location: 3625 Cumberland Road
Nearest City/Town: Fayetteville County: Cumberland
Description of Geographical Data Point: Former UST Basin
Location Method: Google Earth
Latitude (decimal degrees): 35.01392° Longitude (decimal degrees): -78.93589°
Contacts Information
UST Owner: Mary Barnes (Deceased)
Address: Not Applicable Phone: Not Applicable
UST Operator: Kwik Shop (Former Lessee)
Address: 3625 Cumberland Road, Fayetteville, NC Phone: Not Applicable
Property Owner: Howard Randolph and Sharon Randolph Taylor
Address: 602 Glenville Avenue, Fayetteville, NC 28303 Phone: [phone] [phone]
Property Occupant: A&D Lawnmower Repair/New & Used Tires
Address: 3625 Cumberland Road, Fayetteville, NC Phone: [phone]
Consultant: CATLIN Engineers and Scientists
Address: 220 Old Dairy Rd., Wilmington, NC 28405 Phone: [phone]
Corporate Licensure No. For Engineering Services: C-0585
Corporate Geology License No. C-118 C-118
Analytical Laboratory: Con-Test Analytical Laboratory State Certification: NC 652, NC-DW 25703
Address: 39 Spruce St., E. Longmeadow, MA 01028 Phone: [phone]
Release Information
Date Discovered: 03/27/1984
Estimated Quantity of Release: Unknown
Cause of Release: Unknown
Source of Release: Unknown - multiple possible UST system sources
Sizes and contents of UST system(s) from which the release occurred:
• Unknown, multiple possible sources

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2.0 EXECUTIVE SUMMARY
The Former Kwik Shop site is located at 3625 Cumberland Road, Fayetteville,
Cumberland County, North Carolina. Four underground storage tanks (USTs) were
reportedly installed before 1984 and removed by 1996. The size and contents of the tanks are unknown. A petroleum release from the UST system was suspected in 1983 when four water supply wells in the area had presumed and/or confirmed gasoline odors/impacts. Additional potential sources were identified but a specific
source or responsible party were not verified.
The purpose of this report is to document the latest groundwater sampling event. On March 14, 2023, CATLIN Engineers and Scientists (CATLIN) personnel measured groundwater at approximately 20 feet deep across the site in the
shallow/Type II monitoring wells. Groundwater samples from four monitoring wells
(MW-1, MW-2D, MW-3, and MW-4) and three water supply wells (WSW-3, WSW-7, and SW-19) were collected. The samples were submitted for laboratory analysis of volatile organic compounds (VOCs) per Standard Method (SM) 6200B [plus ethylene dibromide (EDB), methyl tert-butyl ether (MTBE), and diisopropyl ether
(DIPE)].
Laboratory results did not indicate any dissolved petroleum constituents above their respective laboratory method detection limits in the sample from MW-4. An estimated concentration (“J”-value) of acetone (a common laboratory artifact) was
detected in the MW-3 sample, but it was below 2L GWQS. Multiple VOCs were
detected in the MW-1 and MW-2D samples at concentrations greater than those established in Title 15A of the North Carolina Administrative Code, Subchapter 2L, Section .0202 Groundwater Quality Standards (2L GWQS), but below the Gross Contaminant Levels (GCL).
No targeted analytes were reported above the laboratory method detection limit in the sample from water supply well WSW-3. Low and/or estimated detections of chloroform and MTBE were reported in the WSW-7 and SW-19 at concentrations similar to previous sampling events. An estimated concentration of
bromodichloromethane was also reported in the WSW-7 sample. No targeted analytes were above 2L GWQS in any of the water supply well samples. Contaminant concentrations appear to have fluctuated in samples from monitoring wells MW-1 and MW-2D since the previous sampling event in January 2022
(CATLIN, 2022). Plume stability analysis was recommended, but due to obvious fluctuating compound concentrations, the analysis was not conducted.
CATLIN recommends conducting semi-annual groundwater monitoring.

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3.0 SCOPE OF SERVICES The scope of services for this report was performed in general accordance with
CATLIN proposal number 220275.04P, dated January 12, 2023. Services were
authorized by the North Carolina Department of Environmental Quality’s (NCDEQ’s) Task Authorization (TA) #04, accepted January 17, 2023, and Contract Number N122019D.
The approved scope of services for this Task Authorization included:
• Collect groundwater samples from four monitoring wells (MW-1, MW-2D, MW-3, and MW-4);
• Collect groundwater samples from 10 water supply wells (WSW-3, WSW-7, WSW-8, WSW-9, WSW-35, WSW-36, SW-5, SW-7, SW-11, and SW-19)
• Analyze 16 water samples (four monitoring well samples, 10 water supply well samples, one field blank, and one trip blank) according to SM 6200B
(including EDB, MTBE, and DIPE); and,
• Prepare and submit a monitoring report with plume stability analysis.
Water supply wells WSW-8, WSW-9, WSW-35, WSW-36, SW-5, SW-7, and SW-11
could not be accessed and were not sampled. Plume stability analysis was not
conducted due to obvious fluctuating compound concentrations. The remaining services were completed in general accordance with the approved TA.
4.0 SITE HISTORY AND CHARACTERIZATION

The Former Kwik Shop site is located at 3625 Cumberland Road, Fayetteville, NC. (Figures 1 and 2). Summarized available historical sampling and gauging data from previous consultants are provided in Appendix A. Recent site photographs are presented in Appendix B.
4.1 UST OWNER AND OPERATOR INFORMATION The Former Kwik Shop operated the on-site USTs for petroleum retail sales until the mid-1990s. At the time the release was discovered (early 1980s), the
owner of the property was reportedly Mrs. Mary Barnes and Kwik Shop’s
lessee was Mr. Clyde Sessoms. Williams Oil Company historically supplied petroleum for Kwik Shop and Mary Barnes was reportedly associated with Barnes Oil Company (NCDEM, 1984).
Available information regarding UST owners/operators and is presented on
Table 1. 4.2 UST INFORMATION
Publicly available records pertaining to USTs at the Former Kwik Shop site
are convoluted. Details regarding the number of tanks previously on-site and
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their former contents are difficult to ascertain. Previous reports indicate that at least four USTs were historically operated at the former Kwik Shop (NCDEM, 1984; GMA, 2005).

According to a North Carolina Department of Environmental Management (NCDEM) memorandum, four USTs were in operation for petroleum retail sales at the Kwik Shop in 1984. The USTs were tested for tightness at the request of NCDEM during their investigation into the petroleum release
source. The tanks were found to be “tight as a drum.” However, the
investigation revealed that one on-site UST leaked approximately 1,000 gallons of regular gasoline and was replaced in the early 1970s (NCDEM, 1984).
Former UST installation and removal date(s), previous contents, construction
details, dimensions, and locations are unknown. Available UST system information is presented in Table 1 and the approximate former dispenser island locations are illustrated on Figure 3.
4.3 CONTAMINANT SOURCE INVENTORY
In March 1984, the Fayetteville Regional Office responded to a report from the Environmental Protection Agency (EPA) that some water supply wells, including the Cumberland Road Fire Department’s well (near the site), were
believed to be contaminated with gasoline. A subsequent investigation
revealed “gasoline-like hydrocarbons” in the Fire Department’s (now abandoned) water supply well (NCDEM, 1984). NCDEM’s investigation identified the UST systems at the Kwik Shop and
Quick Stop (another nearby gasoline station and convenience store) as
potential petroleum release sources. Although a petroleum release was confirmed, the exact source was not determined (NCDEM, 1984). The former Quick Stop site is associated with Incident Number 3008 (GMA, 2005).
4.4 SITE CHARACTERISTICS The property is now owned by Howard Randolph and Sharon Randolph Taylor. A&D Lawn Mower Repair/New and Used Tires, a repair shop and tire retailer that performs automotive oil changes, currently operates at the site.
The parcel is comprised of a single-family residence, the A&D Lawn Mower Repair/New and Used Tires building and storage yard, and the Barnes Mobile Home Park. The site is partially asphalt paved. 4.5 OWNERS AND OCCUPANTS OF ADJOINING/NEARBY PROPERTIES
AND LAND USE Residences are located north (across Cumberland Road) and south of the site. Faymont Baptist Church is located to the west and the Cumberland Road Fire Department is to the east (across Upchurch Drive). Several
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commercial businesses and single-family residences are located in the site vicinity.
4.6 RECEPTOR INFORMATION
The Former Ball’s Grocery site (former petroleum retailer/convenience store) is located at 3615 Boone Trail, approximately 1,800 feet north of the Former Kwik Shop site (Figures 1 and 2). The Former Ball’s Grocery site was
historically associated with NCDEQ Incident Number 29711. In 2011, a Point
of Entry water treatment system was installed at 2209 Dixie Trail (WSW-1) and NCDEQ provided bottled water to 2205 Dixie Trail (WSW-2). The municipal water line was subsequently extended along Dixie Trail. However, due to limited funds, only the properties associated with WSW-1 and WSW-2
were connected to municipal water by NCDEQ (S&ME, 2020).
NCDEQ closed the Former Ball’s Grocery site on September 28, 2016. Mr. Hassan Osman (NCDEQ) requested to continue monitoring the water supply wells near the Former Ball’s Grocery site with the Former Kwik Shop site
water supply wells. The water supply wells named “WSW-##” were
previously associated with the Former Balls’ Grocery site and the water supply wells name “SW-##” were originally associated with the Former Kwik Shop site.
A review of historical files available on the NCDEQ Waste Management
Online Database (aka Laserfiche) indicates that the last receptor survey for the combined Former Kwik Shop and Former Ball’s Grocery site was conducted in 2019 by S&ME, Inc. (S&ME, 2020).
Three inactive water supply wells (SW-2, SW-3, and SW-50) were identified
within 500 feet of the Former Kwik Shop site. Forty-five additional wells were identified between 500 and 1,000 feet of the Former Kwik Shop site. No surface water bodies were identified within 1,000 feet of the site (S&ME, 2020). Potential receptors near the Former Kwik Shop are illustrated on
Figure 2 and pertinent receptor information is presented on Table 2A. Fourteen (eight active and six inactive) water supply wells were identified within 500 feet of the Former Ball’s Grocery site. Thirty-five additional wells were identified between 500 and 1,000 feet of the Former Ball’s Grocery site.
No surface water bodies were identified within 1,000 feet of the Former Ball’s Grocery site (S&ME, 2020). Potential receptors previously associated with the Former Ball’s Grocery site are illustrated on Figure 2 and receptor information is shown on Table 2B.
During the March 2023 field activities, the owner of the property associated with water supply well WSW-8 indicated that the Fayetteville Public Works Commission had installed a new water line nearby. Reportedly, most of the properties in the vicinity had been connected to municipal water and disconnected from well lines. This information has yet to be verified.
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4.7 PREVIOUS INVESTIGATIONS AND REMEDIAL ACTIVITIES
The release was discovered in 1984 when four water supply wells in the area
had presumed and/or confirmed gasoline odors/impacts. An investigation into the source was conducted by NCDEM. A specific petroleum release source was not identified. Records available on Laserfiche indicate that a receptor survey was conducted in 1997 and water supply wells in the site vicinity were
periodically sampled between 1996 and 1998.
In 2001, Handex was tasked to conduct a combined site assessment for the Former Kwik Shop and Former Quick Stop sites. However, during assessment activities, it was revealed that the Former Quick Stop site was
proceeding under the NC Commercial Trust Fund guidelines and the
responsible party for the site was identified as The Pantry. Therefore, the Former Quick Stop was removed from the assessment scope (Handex, 2001).
In October 2001, two monitoring wells [MW-1 (shallow/Type II) and MW-2D
(deep/Type III)] were installed on-site. Soil and groundwater samples were obtained during assessment activities. Soil sample analytical results revealed several petroleum constituents in the sample obtained from the MW-1 boring. However, no constituent concentrations were reported above their respective
Residential or Industrial/Commercial Maximum Soil Contaminant
Concentrations (MSCCs). Analysis of the groundwater samples obtained from MW-1 and MW-2D revealed several petroleum constituents above their respective 2L GWQS in both samples.
Groundwater Management Associates (GMA) conducted a Limited Site
Assessment (LSA) in 2005. Soil samples were obtained from the former UST basin and pump island and submitted for analysis per EPA Method 8260 and Massachusetts Department of Environmental Protection (MADEP) Volatile Petroleum Hydrocarbons (VPH). No targeted analytes were detected in the
soil samples (GMA, 2005). Since 2005, periodic groundwater monitoring events have been conducted at the site by multiple parties. In 2016, S&ME installed two additional Type II monitoring wells (MW-3 and MW-4). Groundwater samples were
subsequently collected from monitoring wells MW-1, MW-2D, MW-3, and MW-4. No petroleum constituents were detected above their respective 2L GWQS in the samples. MTBE and benzene were detected in MW-2D at concentrations below their respective 2L GWQS (S&ME, 2016).
Groundwater samples have been collected from the four monitoring wells and several water supply wells during annual groundwater monitoring events since 2016. Analysis of monitoring well groundwater samples obtained during the 2020 event revealed benzene above its 2L GWQS in the MW-2D sample.
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Chloroform, below its 2L GWQS, was detected in samples obtained from SW-7 and WSW-36. MTBE, below its 2L GWQS, was detected in the sample from SW-19. Benzene and Naphthalene were detected at concentrations
above their 2L GWQS in the WSW-8 sample. Several other petroleum
constituents were also detected in the WSW-8 sample but were below their respective 2L GWQS (S&ME, 2020). CATLIN conducted a groundwater monitoring event in February 2021.
Analytical results of the monitoring well samples revealed benzene and
MTBE below their 2L GWQS in the MW-2D sample and an estimated (“J”-value) concentration of chloroform in the MW-3 sample. No other targeted analytes were reported above the method detection limits in the monitoring well samples. Groundwater samples were obtained from six water supply
wells (WSW-7, WSW-35, WSW-36, SW-7, SW-11, and SW-19). Analytical
results did not reveal any petroleum constituent concentrations above their respective 2L GWQS in the samples. Chloroform was detected, below its 2L GWQS, in samples obtained from WSW-7, WSW-35, WSW-36, and SW-7. MTBE was detected, below its 2L GWQS, in the samples from WSW-7
and SW-19 (CATLIN, 2021).
In January 2022, CATLIN sampled the on-site monitoring wells and five water supply wells (WSW-3, WSW-7, WSW-36, SW-11, and SW-19). Benzene was reported at concentrations above 2L GWQS in the MW-1 and MW-2D
samples, and naphthalene above 2L GWQS in the MW-1 sample. This was a
notable increase from the February 2021 sampling event, including several additional contaminants (below the 2L GWQS) detected in the MW-1 sample that were previously below the method detection limits. Low concentrations of chloroform and MTBE persisted in the samples from water supply wells
WSW-7, WSW-35, WSW-36, and SW-19, but they were all below 2L GWQS
(CATLIN, 2022A). CATLIN returned to sample water supply wells WSW-7 and SW-19 in July 2022. Both water supply well samples contained low and/or estimated (“J”-
value) concentrations of chloroform and MTBE that were below their
respective 2L GWQS. These concentrations were similar to those reported in previous events (CATLIN, 2022B). Summarized historical data prepared by previous consultants is presented in
Appendix A.
5.0 REGIONAL AND SITE GEOLOGY AND HYDROGEOLOGY 5.1 SOIL AND BEDROCK

As defined in the Geologic Map of North Carolina, published by the North Carolina Department of Natural Resources and Community Development (1985), the site lies within the Coastal Plain physiographic province.
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The North Carolina Coastal Plain is approximately 90 to 150 miles wide from the Atlantic Ocean westward to its boundary with the Piedmont province.
Two natural subdivisions of the Coastal Plain were described by Stuckey
(1965): the Tidewater region and the Inner Coastal Plain. The project area is located within the Inner Coastal Plain, which is an area of erosional topography (Horton and Zullo, 1991).
The Coastal Plain comprises a wedge-shaped sequence of stratified marine
and non-marine sedimentary rocks deposited on crystalline basement. The sedimentary sequences range in age from Recent to lower Cretaceous (Narkunas, 1980).
According to GMA (2005), the site is immediately underlain by gravel to 0.5
feet below land surface (BLS). Orange sand is encountered from 0.5 to 15.5 feet BLS. A tan, fine to medium quartz sand is reportedly below the orange sand and extends to 17.0 feet BLS. Fine to coarse quartz sand with some pebbles is present from 17.0 to 19.5 feet BLS, underlain by at least 0.5 feet
of tan medium to coarse quartz sand that is dry and cohesionless.
5.2 HYDROGEOLOGY Groundwater - The 2020 Visual Hydrogeologic Framework – North Carolina
Hydrogeological Database identified sufficient boreholes near the site to draw
a cross-section. The surficial aquifer is projected to be present approximately 30 feet BLS and to extend to 60 feet BLS at the site location. The Black Creek confining unit and aquifer are predicted to underlie the surficial aquifer to approximately 100 feet BLS. The Upper Cape Fear confining layer and
associated aquifer are expected to be present between the Black Creek
Aquifer and the crystalline basement, encountered at approximately 270 feet BLS.
Surface Water – No surface water bodies were identified within 1,000 feet of
the site during the previous receptor survey (S&ME, 2020). 6.0 CURRENT SITE ASSESSMENT INFORMATION CATLIN conducted field activities on March 14, 2023 in general accordance with the
approved TA and pre-prepared Health and Safety Plan (HASP). Upon arrival at the site, potential hazards were evaluated before beginning field work and their discussion is documented on a Daily Activities Log. The log is included in Appendix C. Photographs from the site visit are included in Appendix B.
CATLIN personnel gauged and collected groundwater samples for laboratory analysis of VOCs per SM 6200B from four monitoring wells (MW-1, MW-2D, MW-3, and MW-4) and three water supply wells (WSW-3, WSW-7, and SW-19). Water supply wells WSW-8, WSW-9, WSW-35, WSW-36, SW-5, SW-7, and SW-11 could not be accessed and were not sampled.
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Well locations and site features are shown on Figure 3 and well construction details are presented on Table 3.
6.1 GAUGING DATA Historically, depth to water in the shallow monitoring wells has ranged from 3.01 feet below top of casing (BTOC) (MW-4) to 21.20 feet BTOC (MW-1)
and from 5.42 feet BTOC to 22.37 feet BTOC in the deep monitoring well
(MW-2D). Groundwater flow direction has been previously illustrated towards the southeast (S&ME, 2020; CATLIN, 2021). During the March 2023 event, CATLIN personnel measured depth to water in
four monitoring wells using an electronic water interface probe. To prevent
cross contamination, the probe and cabling were decontaminated according to manufacturer’s recommendations between use in each well. Gauging data were recorded on an electronic groundwater sampling form using a tablet device. Gauging procedures were performed in general accordance with
North Carolina Department of Environmental and Natural Resources
(NCDENR) and NCDEQ Guidelines, and EPA Region 4 Operating Procedures. Depth to water in the Type II wells was 20.11 feet BTOC in MW-1, 19.12 feet
BTOC in MW-3, and 20.55 feet BTOC in MW-4. Depth to water in the Type III well (MW-2D) was 21.67 feet BTOC. Groundwater flow direction at the site for this monitoring event was towards the southeast. Monitoring well gauging results for events conducted by CATLIN are
presented in Table 3. Groundwater elevation is illustrated on Figure 4 and groundwater sampling forms are provided in Appendix C. 6.2 SAMPLING DATA
Following gauging, the monitoring wells were sampled in general accordance with NCDENR and NCDEQ Guidelines and EPA Region 4 Operating Procedures. Prior to obtaining representative groundwater samples, each monitoring well was purged by removing a minimum of three well volumes using a new, disposable bailer. The water supply wells were purged by
running the tap for fifteen minutes. Monitoring well groundwater field parameter data were measured at one-minute intervals using an In-Situ Aqua TROLL 600 Multiparameter Sonde (Aqua TROLL). Conductivity, pH, ORP, dissolved oxygen, turbidity, and temperature measurements were recorded utilizing the VuSitu mobile application (version 1.17.12). The Aqua TROLL
was decontaminated according to the manufacturer’s recommendations between use at each monitoring well. Groundwater parameter data were transferred from the VuSitu mobile application to the electronic groundwater sampling forms. Copies of the groundwater sampling forms are available in Appendix C.
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After a minimum of three well volumes were removed (or the well was bailed dry), groundwater samples were collected from the wells and poured into
appropriate laboratory-provided, pre-preserved glassware, labeled, and
placed on ice in an insulated cooler. A field blank was collected by pouring water from a new, sealed gallon of distilled water directly into laboratory-provided, pre-preserved glassware. The
glassware was labeled and placed on ice in an insulated cooler. A laboratory-
provided trip blank was maintained in the cooler for the duration of the sampling event. The groundwater samples, field blank, and laboratory-provided trip blank
were submitted to Con-Test Analytical Laboratory (Certification NC 652 and
NC-DW 25703) in East Longmeadow, Massachusetts, under proper chain of custody (COC) protocol and analyzed per SM 6200B (including EDB, MTBE, and DIPE). The laboratory analytical data and COC are included in Appendix D.
6.3 SUMMARY OF GROUNDWATER INFORMATION Historically, samples from monitoring wells MW-1 and MW-2D have contained the highest petroleum constituent concentrations. During the
previous sampling event conducted by CATLIN (January 2022), samples from MW-1 and MW-2D contained concentrations of benzene and/or naphthalene above their respective 2L GWQS. However, no petroleum constituents have been detected at concentrations above GCL. Summarized available historical sampling and gauging data from previous consultants are
provided in Appendix A. The latest groundwater sampling laboratory results for SM 6200B analysis are summarized in Table 4. Historical laboratory results from events conducted by CATLIN are included on Table 5. Monitoring and water supply
well sample analytical results are illustrated on Figures 5 and 6, respectively. A copy of the complete laboratory report and COC documentation are in Appendix D. Monitoring Wells
During the March 2023 monitoring event, four monitoring well groundwater samples (MW-1, MW-2D, MW-3, and MW-4) were collected and submitted for analysis via SM 6200B (including EDB, MTBE, and DIPE). No petroleum constituents were reported at concentrations above laboratory method
detection limits in the MW-4 sample. An estimated (“J”-value) of acetone, a common laboratory artifact, was detected in the sample from MW-3. No targeted analytes were reported above GCL. Analytical results revealed the following constituents above their respective 2L GWQS in the samples from MW-1 and MW-2D:
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• MW-1: benzene and naphthalene; and
• MW-2D: benzene.

Water Supply Wells Groundwater samples were obtained from three water supply wells (WSW-3,
WSW-7, and SW-19) and submitted for analysis via SM 6200B (including EDB, MTBE, and DIPE). Analytical results did not reveal any petroleum constituent concentrations above their respective 2L GWQS or GCL in the samples. No targeted analytes were reported above the laboratory method detection limit in the WSW-3 sample. A low concentration of chloroform and
estimated concentrations (“J”-values) of bromodichloromethane and MTBE were detected in the WSW-7 sample. An estimated concentration of chloroform and a low concentration of MTBE were detected in the SW-19 sample.
Field Blank and Trip Blank One field blank and one laboratory-provided trip blank sample were submitted for analysis per SM 6200B (including EDB, MTBE, and DIPE). Estimated concentrations (“J”-values) of acetone and toluene were detected
in the field blank sample, but they were well below 2L GWQS. No targeted analytes were reported in the trip blank sample. 6.4 EVALUATION OF ASSESSMENT INFORMATION
Extent of Contamination Benzene and/or naphthalene were detected above their respective 2L GWQS in samples from MW-1 and MW-2D. No other constituents were reported above 2L GWQS in the monitoring well samples.. A summary of
current monitoring well groundwater sample analytical results is illustrated on Figure 5. Samples collected from MW-1 have historically contained the highest petroleum constituent concentrations. The contamination concentrations in
samples from MW-1 have significantly decreased since 2001 (S&ME, 2020). However, they have increased from the February 2021 event, which had no detections above 2L GWQS (CATLIN, 2021). The concentrations have fluctuated since the previous sampling event in January 2022 (CATLIN, 2022).
Chloroform and MTBE persist in the water supply wells near the Former Kwik Shop site and the Former Ball’s Grocery site. During this sampling event, MTBE and chloroform were reported at similar concentrations to previous sampling events and below their 2L GWQS (S&ME, 2020; CATLIN, 2022). A
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summary of current water supply well sample analytical results is illustrated on Figure 6.
Cleanup Levels Achieved

Soil– Soil samples obtained in 2005 did not indicate that any petroleum constituents were present (GMA, 2005).
Groundwater– Benzene and naphthalene concentrations at the site are
above 2L GWQS, but below GCL.
LNAPL– Light non-aqueous phase liquid (LNAPL; aka free-phase product) was not measured during this monitoring period. LNAPL has not been
previously measured at the site.
7.0 CONCLUSIONS AND RECOMMENDATIONS Conclusions

Groundwater monitoring findings for this period are summarized below:
• Samples were collected from four monitoring wells (MW-1, MW-2D, MW-3, and MW-4) and three water supply wells (WSW-3, WSW-7, and SW-19).
• Groundwater flow direction was calculated to be toward the southeast.
• Benzene and naphthalene were detected above their 2L GWQS in the sample from MW-1, and benzene above its 2L GWQS in the MW-2D sample.
• Low concentrations of chloroform and MTBE persist in samples from water supply wells WSW-7 and SW-19, but they are below 2L GWQS.
• No analyzed compound concentrations were reported above their GCL in any
water samples.
• Contaminant concentrations in monitoring wells MW-1 and MW-2D have fluctuated since the January 2022 sampling event.

Recommendations
CATLIN recommends conducting semi-annual groundwater monitoring.
8.0 LIMITATIONS
The groundwater samples analyzed as part of this investigation only provide isolated
data points and may not represent conditions at every location in the project area. Analyses and conclusions of this report, being based on interpolation between data points at the project area, may not be completely representative of all site conditions. Conclusions and recommendations of this investigation and report are
based on the best available data in an effort to comply with current regulatory
requirements.
NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 13 April 2023
9.0 STATEMENTS AND CERTIFICATION
1 Enter the date the monitoring report was due. April 28, 2023
Will this report be submitted after the established due date? NO
2 Was any required information from the above template missing from this report? YES
No cross sections are provided. Adequate subsurface information is not available.
3 If applicable, will any of the proposed attenuation milestones under the schedule approved in the Corrective Action Plan not be met? NA
No CAP has been submitted for this site.
4 Does any known or suspected source zone soil contamination or free product remain outside of the assessed area that could be inhibiting natural attenuation? NO
5 Has there been an unexpected increase in contaminant mass sufficient to suggest a potential new release from a separate onsite or offsite source? NO
6 Certification:
I, Benjamin J. Ashba, a Licensed Geologist for CATLIN Engineers and Scientists, do certify that the information contained in this report is correct and accurate to the best of my
knowledge.
CATLIN Engineers and Scientists is licensed to practice geology in North Carolina. The certification number of the company or corporation is C-118.
10.0 REFERENCES
CATLIN Engineers and Scientists, Monitoring Report, Former Kwik Shop, 3625
Cumberland Road, Fayetteville, Cumberland County, North Carolina,
NCDEQ Incident No. 3601, Risk Classification: H0215R, April 1, 2021.
CATLIN Engineers and Scientists, Monitoring Report, Former Kwik Shop, 3625 Cumberland Road, Fayetteville, Cumberland County, North Carolina,
NCDEQ Incident No. 3601, Risk Classification: H0215R, February 11,
2022(A).
CATLIN Engineers and Scientists, Letter Report, Former Kwik Shop, 3625
Cumberland Road, Fayetteville, NC 28306, Incident Number: 3601, Risk Classification: H0215R, August 31, 2022(B).
NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 14 April 2023
Groundwater Management Associates, Inc., Phase I Limited Site Assessment,
Receptor Survey, and Water-Supply Well Sampling, Former Kwik Shop, Cumberland Road and Boone Trail, 3625 Cumberland Road, Fayetteville,
Cumberland County, FTF Incident #3601, April 14, 2005.
Handex, Site Assessment Report, Cumberland Road Site, Fayetteville, Cumberland
County, North Carolina, NC FTF-3601, November 28, 2001.
Horton, J. Wright, Jr. and Victor A. Zullo, An Introduction to the Geology of the Carolinas: The Geology of the Carolinas, pp 1-11.
Narkunas, J., Groundwater Evaluation in the Central Coastal Plain of North
Carolina, North Carolina Department of Natural Resources and Community
Development, 1980, pp 119.
NCDEM, Groundwater Section, Report of Investigation Gasoline Contaminated Wells, Cumberland Road – Boone Trail Intersection, Fayetteville,
Cumberland County, August 1984.
NCDEQ, Division of Water Resources, 2020 Visual Hydrogeologic Framework,
North Carolina Hydrogeological Database, ncwater.org/?page=350, accessed February 24, 2021
NCDEQ, UST Section, North Carolina Department of Environmental Quality,
Division of Waste Management, Corrective Action Guidelines, January 19,
2021.
NCDEQ, UST Section, North Carolina Department of Environmental, Division of Waste Management, Guidelines for Sampling, UST Section, North Carolina Department of Environment and Natural Resources, December 1, 2013.
NCDEQ, UST Section, North Carolina Department of Environmental Quality, Division of Waste Management, Guidelines for Site Checks, Tank Closure,
and Initial Response and Abatement, January 19, 2021.
North Carolina Department of Natural Resources and Community Development, Geological Map of North Carolina, 1985.
S&ME, Inc., Groundwater Monitoring Report, Former Kwik Shop, Incident #3601,
3625 Cumberland Road, Fayetteville, Cumberland County, NC, S&ME
Project #4305-15-009A, March 14, 2016.
S&ME, Inc., Groundwater Monitoring Report, Former Kwik Shop, Incident #3601, 3625 Cumberland Road, Fayetteville, Cumberland County, NC, S&ME
Project No. 4305-15-009A, May 1, 2020.
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and Ecosystem Support Division, Athens Georgia, Operating Procedure – Field
Equipment Cleaning and Decontamination at the FEC, Striggow, B., U.S. EPA Report No. SESDPROC-206-R3, Effective Date December 18, 2015.
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Laboratory Services
and Applied Science Division, Athens Georgia, Operating Procedure Potable
Water Supply Sampling, Chief, Applied Science Branch, U.S. EPA Report No. ASBPROC-305-R4, Effective Date June 11, 2019.
NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 15 April 2023
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and Ecosystem Support Division, Athens Georgia, Operating Procedure – Groundwater Level and Well Depth Measurement, Striggow, B., U.S. EPA
Report No. SESDPROC-105-R3, Effective Date November 3, 2016.
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and Ecosystem Support Division, Athens Georgia, Operating Procedure –
Groundwater Sampling, Striggow, B., U.S. EPA Report No. SESDPROC-301-R4, Effective Date April 26, 2017.
U.S. EPA, Region 4, U.S. Environmental Protection Agency, Science and
Ecosystem Support Division, Athens Georgia, Operating Procedure – In Situ Water Quality Monitoring, Chief, Field Services Branch, U.S. EPA Report No. SESDPROC-111-R4, Effective Date March 14, 2018.
Winner, M.D, Jr., and Coble, R.W., Hydrogeologic Framework of the North Carolina
Coastal Plain Aquifer System: U.S. Geological Survey Open File Report 87-
690, 1989, pp 155.

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

TABLES
Page 1 of 1
TABLE 1
SITE HISTORY — UST AND OTHER RELEASE INFORMATION
Incident Name and No.: Former Kwik Shop - 3601
UST ID
Number
Name of
Owner or
Operator
Dates of
Ownership/
Operation
Last
Contents
Previous
Contents Capacity Construction
Details
Tank
Dimensions
Installation
Date
Date
Removed
1
2
3
4
Incident
Number
Material
Released
Date Release
Discovered
(mm/dd-dd/yy)
3601 Petroleum 08/08-10/83
Information obtained from GMA (2005).
A gasoline odor was observed in the Cumberland Road Fire Department water supply well. Gasoline
contaminants were confirmed on August 8 or 10, 1983.
Description of the Release
Mary Barnes
(operated by
Kwik Shop)
Unknown Installed prior
to 1984
Reportedly
removed by
1996
Petroleum Petroleum Unknown Unknown Unknown
NCDEQ; 3601_Former Kwik Shop; T1_Site History
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 1 of 3
TABLE 2B
Incident Name and No.: Former Kwik Shop - 3601
Map ID PIN Property Address Property Owner Owner Address Phone Number Well
Status
Distance (ft.)
& Direction
from Site
Comment
WSW-1 0416-91-1934 2209 Dixie Trail, Fayetteville
NC 28306 Louie & Irene Hooks, Jr.2209 Dixie Trail
Fayetteville, NC 28306 910-728-3705 Inactive 320 NW Connected to municipal
water
WSW-2 0416-91-1027
(Tenant - Ms. Tamara Couch )
2205 Dixie Trail
Fayetteville, NC 28306
Darryl W. Rozier
(Mgr; Kim Webb 910-818-
1478)
4545 Tabor Church Road
Fayetteville, NC 28312
910-977-9860
(tenant)Inactive 340 NW Connected to municipal
water
WSW-3 0416-92-1213 2201 Dixie Trail
Fayetteville, NC 28306
Robin D. Moore and
husband, Gerry
P.O. Box 188
Lakeview, NC 28350 910-424-1795 Active
Potable 570 NW
WSW-4 0416-91-1647 2219 Dixie Trail
Fayetteville, NC 28306 John Erickson 2219 Dixie Trail
Fayetteville, NC 28306 910-261-2335 Active
Potable 375 SW Call between 12:30 pm
& 3:30 pm only
WSW-5 0416-91-1553 2223 Dixie TrailFayetteville, NC 28306 Charlene Cole 2223 Dixie TrailFayetteville, NC 28306 910-424-9470 Active Potable 445 SW
WSW-6 0416-81-9649 2216 Dixie Trail
Fayetteville, NC 28306 Wade Gabriel 562 Lennox Drive
Fayetteville, NC 28303
Active
Potable 545 SW
WSW-7 0416-81-9834 2210 Dixie Trail
Fayetteville, NC 28306
John P. McLamb &
wife, Evelyn
2210 Dixie Trail
Fayetteville, NC 28306 910-424-2604 Active
Potable 535 W
WSW-8 0416-82-9030 2206 Dixie TrailFayetteville, NC 28306 John & Nancy Trent 5712 Fisher RdFayetteville, NC 28304 910-308-8300 Active Potable 600 NW The owner's son lives in the house. Propety is
overgrown.
WSW-9 0416-82-9128 2202 Dixie Trail
Fayetteville, NC 28306 Clifford Yoder & Wife 3206 Rouse Dr
Fayetteville, NC 28306
910-580-5614
(owner)
Active
Potable 650 NW
WSW-10 0416-91-1832 2213/2215 Dixie Trail
Fayetteville, NC 28306 Mrs. Jessie Ruth Tart 1415 Lakeview Dr.
Fayetteville, NC 28305 Inactive 310 W House demolished. Lot
vacant
WSW-11 0416-91-1359 2229 Dixie Trail
Fayetteville, NC 28306 Max C. McClellan and wife 302 Dixie Trail
Fayetteville, NC 28306
Active
Potable 518 SW
WSW-12 0461-81-9357 2228 Dixie Trail
Fayetteville, NC 28306 Albert Purdue 2228 Dixie Trail
Fayetteville, NC 28306
Active
Potable 660 SW
WSW-13 0461-81-9454 2224 Dixie Trail
Fayetteville, NC 28306 Albert Purdue 2228 Dixie Trail
Fayetteville, NC 28306
Active
Potable 625 SW
WSW-14 0461-81-9554 2220 Dixie Trail
Fayetteville, NC 28306 William Tucker 6514 S. NC 87 Hwy
Fayetteville, NC 28306
Active
Potable 590 SW
WSW-15 0461-82-7176 2201 Enloe St.Fayetteville, NC 28306 Chiquitta Pendergrass 217 Old Bass DriveColumbia, SC 29229 Active Potable 700 NW
WSW-16 0461-82-7081 2205 Enloe St.
Fayetteville, NC 28306 Santana Velez 2205 Enloe St.
Fayetteville, NC 28306
Active
Potable 655 NW
WSW-17 0461-81-7888 2213 Enloe St.
Fayetteville, NC 28306 Jason West 2213 Enloe St.
Fayetteville, NC 28306
Active
Potable 700 W
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION — FORMER BALL'S GROCERY SITE
NCDEQ; 3601_Former Kwik Shop; T2B_WSW Info
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 2 of 3
TABLE 2B
Incident Name and No.: Former Kwik Shop - 3601
Map ID PIN Property Address Property Owner Owner Address Phone Number Well
Status
Distance (ft.)
& Direction
from Site
Comment
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION — FORMER BALL'S GROCERY SITE
WSW-18 0461-81-7793 2217 Enloe St.
Fayetteville, NC 28306 Albert Atkinson and wife 2217 Enloe St.
Fayetteville, NC 28306
Active
Potable 690 W
WSW-19 0461-81-8508 2221 Enloe St.
Fayetteville, NC 28306 Bonifacio Traje 2221 Enloe St.
Fayetteville, NC 28306
Active
Potable 710 SW
WSW-20 0461-81-8316 2229 Enloe St.
Fayetteville, NC 28306 Vernon Pittman 906 W. Grove Park Dr.
Orange Park, FL 32073
Active
Potable 800 SW
WSW-21 0461-81-8023 2309 Enloe St.
Fayetteville, NC 28306 Roy Leonard Parker and wife 2206 Enloe St.
Fayetteville, NC 28306
Active
Potable 1000 SW
WSW-22 0461-81-6305 2230 Enloe St.Fayetteville, NC 28306 George Moore 2230 Enloe St.Fayetteville, NC 28306 Active Potable 1000 SW
WSW-23 0461-81-5495 2226 Enloe St.
Fayetteville, NC 28306 Bret Anderson 2226 Enloe St.
Fayetteville, NC 28306
Active
Potable 900 SW
WSW-24 0461-81-5595 2222 Enloe St.
Fayetteville, NC 28306 Leona Barnhill 3709 Berger Dr.
Fayetteville, NC 28304
Active
Potable 960 SW
WSW-25 0461-81-5685 2218 Enloe St.
Fayetteville, NC 28306 Pauline Monroe 2218 Enloe St.
Fayetteville, NC 28306
Active
Potable 930 SW
WSW-26 0461-81-5784 2214 Enloe St.
Fayetteville, NC 28306 Clara West (life estate)2214 Enloe St.
Fayetteville, NC 28306
Active
Potable 920 W
WSW-27 0461-81-5875 2210 Enloe St.
Fayetteville, NC 28306 Carl Vickoren and wife 2210 Enloe St.
Fayetteville, NC 28306
Active
Potable 923 W
WSW-28 0461-81-5977 2206 Enloe St.
Fayetteville, NC 28306 Roy Leonard Parker and wife 2206 Enloe St.
Fayetteville, NC 28306
Active
Potable 940 NW
WSW-29 0461-81-5160 2202 Enloe St.Fayetteville, NC 28306 Connie Byrd 7206 Tobago Pl.Fayetteville, NC 28306 Active Potable 960 NW
WSW-30 0416-91-5602 3639 Boone Trail
Fayetteville, NC 28306
Benjamin Stout Real Estate
Services
PO Box 53789
Fayetteville, NC 28305 Inactive 245 S
House vacant, well
inactive; municipal water
available
WSW-31 0416-91-5838 3615 Boone Trail
Fayetteville, NC 28306
Danny Jackson, Jerry Wayne
& Rita Darlene
2841 Alderman Road
Fayetteville, NC 28306 Inactive 135 N Connected to municipal
water
WSW-32 0416-92-5049 3521 Boone Trail
Fayetteville, NC 28306 Estelle Norton 3322 Boone Tr.
Fayetteville, NC 28306 Inactive 350 N Connected to municipal
water
WSW-33 0416-91-9841 4001 Carlos Avenue
Fayetteville, NC 28306 Marci Dees 1205 Flint Mill Ct
Fayetteville, NC 28306 Irrigation 485 SE Connected to municipal
water
WSW-34 0416-91-8771 2223 Carbine St.
Fayetteville, NC 28306 TCJ Investments PO Box 87647
Fayetteville, NC 28304
Active
Potable 450 SE House is a rental
WSW-35 0416-91-7701 2224 Carbine St.
Fayetteville, NC 28306 Agustin Alvarez 1904 Skibo Road
Fayetteville, NC 28314
Active
Potable 230 SE
NCDEQ; 3601_Former Kwik Shop; T2B_WSW Info
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 3 of 3
TABLE 2B
Incident Name and No.: Former Kwik Shop - 3601
Map ID PIN Property Address Property Owner Owner Address Phone Number Well
Status
Distance (ft.)
& Direction
from Site
Comment
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION — FORMER BALL'S GROCERY SITE
WSW-36 0416-91-8680 2235 Carbine St.
Fayetteville, NC 28306 Patricia Harrelson 2235 Carbine St.
Fayetteville, NC 28306
Active
Potable 465 SE
WSW-37 0416-91-6661 2236 Carbine St.
Fayetteville, NC 28306 Dia Collins 929 Glen Reilly Dr
Fayetteville, NC 28314
Active
Potable 330 SE
WSW-38 0416-91-6571 2244 Carbine St.Fayetteville, NC 28306 Wendell & Sylvia Prince 412 Williams RdClarendon, NC 28432 910-653-9475(owner)Active Potable 370 SE
House is a rental.
Heating Oil UST
in front of house
WSW-39 0416-91-8580 2245 Carbine St.
Fayetteville, NC 28306 Mohammad Sabur 508 Sandhurst Drive
Fayetteville, NC 28304
Active
Potable 575 SE
WSW-40 0416-91-8481 2253 Carbine St.
Fayetteville, NC 28306 Douglas Mooney 9240 Heminford Ct
Charlotte, NC 28277
Active
Potable 640 SE
WSW-41 0416-91-6382 2260 Carbine St.
Fayetteville, NC 28306 Mohammad Sabur 508 Sandhurst Drive
Fayetteville, NC 28304 Inactive 575 SE
House vacant, well
inactive; municipal water
available
WSW-42 0416-91-8396 2261 Carbine St.
Fayetteville, NC 28306 Leon Jordan, Jr.2261 Carbine St.
Fayetteville, NC 28306
Active
Potable 700 SE
Shares well with 2253
Carbine Street;
Municipal water
available
WSW-43 0416-91-9203 2271 Carbine St.
Fayetteville, NC 28306 Alene Winfree 2271 Carbine St.
Fayetteville, NC 28306
Active
Potable 770 SE Municipal water
available
WSW-44 0416-91-9008 2281-2299 Carbine St.
Fayetteville, NC 28306 Robert Morris 3137 Bolivia St
Fayetteville, NC 28306
Active
Potable 780 SE
Mobile Home Park;
Municipal water
available
WSW-45 0426-01-0615 2123 Pigeon River Rd.
Fayetteville, NC 28306 Richard Arnold 2123 Pigeon River Rd.
Fayetteville, NC 28306
Active
Potable 565 SE
WSW-46 0426-01-0521 2137 Pigeon River Rd.
Fayetteville, NC 28306
BB&T c/o Property Tax
Compliance
PO Box 167
Winston-Salem, NC 27102
Active
Potable 650 SE
WSW-47 0426-01-0326 2145 Pigeon River Rd.Fayetteville, NC 28306 Herman Cummings 2145 Pigeon River Rd.Fayetteville, NC 28306 Active Potable 765 SE
NA 0426-01-0048 2179 Pigeon River Rd
Fayetteville, NC 28306 Rhodes Pittman 1806 Ireland Dr.
Fayetteville, NC 28304 Unknown 960 SE House vacant, well not
observed
NA 0426-01-1135 2152 - 2164 Lady Slipper Dr.
Fayetteville, NC 28306 Robert Morris 3137 Bolivia St
Fayetteville, NC 28306 Unknown 700 SE
Several Occupied
Mobile Homes; water
source unknown
Information obtained from S&ME (2020).
NCDEQ; 3601_Former Kwik Shop; T2B_WSW Info
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 1 of 3
TABLE 2A
Incident Name and No.: Former Kwik Shop - 3601
Map ID PIN Property Address Property Owner Owner Address Well Status
Distance (ft.) &
Direction from
Site
Comment
SW-2 0416-90-0167 3638 Cumberland Road
Fayetteville, NC 28306 Lawrence Thornton 3630 Cumberland Road
Fayetteville, NC 28306 Inactive 300 NW House is vacant
SW-3 0416-90-6039 3523 Cumberland Road
Fayetteville, NC 28306 Tonto Morrison 679 Hollow Bridge Road
Autryville, NC 28318 Inactive 350 E Connected to municipal water
SW-4 0416-90-7194 3511 Cumberland Road
Fayetteville, NC 28306 NCDOT 1546 Mail Service Center
Raleigh, NC 27699 Inactive 500 E No structures onsite
SW-5 0416-90-7612 2316 Carbine StreetFayetteville, NC 28306 Carmen Graff Betancourt 818 Moriston RoadFayetteville, NC 28314 Active - Potable 800 NE
SW-6 0416-90-8062 2621 Belhaven Road
Fayetteville, NC 28306 Janice Dean Same Inactive 525 E Connected to municipal water
SW-7 0415-99-7774 2646 & 2648 Belhaven Road
Fayetteville, NC 28306 Esther Shuler 1223 Martindale Road
Fayetteville, NC 28304 Active - Potable 550 SE
SW-9 0416-90-5551 3831 Boone Trail
Fayetteville, NC 28306 Stephen Walsh 207 Sutton Street
Fayetteville, NC 28305 Inactive 600 N Connected to municipal water
SW-10 0415-99-8527 2662 Belhaven Road
Fayetteville, NC 28306 Joe Wilson 4133 Knollwood Drive
Fayetteville, NC 28304 Active - Potable 650 SE
SW-11 0415-99-8540 2672 Belhaven Road
Fayetteville, NC 28306 Fostine Swain Same Active - Potable 750 SE
SW-12 0415-99-8463 2678 Belhaven Road
Fayetteville, NC 28306 Arlie Pierce 2724 Belhaven Road
Fayetteville, NC 28306 Inactive 850 SE Connected to municipal water
SW-13 0425-09-1924 3918 Donna StreetFayetteville, NC 28306 Ralph Mosley 21125 W. Dove Valley RdWittmann, AZ 85361 Active - Potable 875 E
SW-14 0425-09-2786 3913 Donna Street
Fayetteville, NC 28306 Ricky Savage 1404 Burford Ct.
Fayetteville, NC 28314 Active - Potable 975 E
SW-15 0415-99-4298 2678, 2680 & 2682 Upchurch Drive
Fayetteville, NC 28306 Angus & Ernestine Inman 2670 Upchurch Drive
Fayetteville, NC 28306 Active - Potable 775 S
Well also serves 2670
Upchurch Dr. Owner doesn't
want her well sampled again
SW-16 0415-99-0085 4120 Thompson Ave.
Fayetteville, NC 28306 Carolyn Fetters 4215 Pleasant View Drive
Fayetteville, NC 28312
Inactive -
Potable 975 S Well is currently inactive
SW-17 0416-90-9723 2313 Carbine Street
Fayetteville, NC 28306 Martin Vela 5205 Sequoia Road
Fayetteville, NC 28304 Active - Potable 950 NE
SW-18 0416-80-8575 3630 Cumberland Road
Fayetteville, NC 28306 Lawrence Thornton 3630 Cumberland Road
Fayetteville, NC 28306 Active - Potable 775 NW
SW-19 0415-89-5682 2616 Everitte Street
Fayetteville, NC 28306 Margaret Ross Same Active - Potable 775 W
SW-20 0415-99-4517 2650 Upchurch DriveFayetteville, NC 28306 Ernestine Inman 2670 Upchurch DriveFayetteville, NC 28306 Inactive 515 S Connected to municipal water
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION — FORMER KWIK SHOP SITE
NCDEQ; 3601_Former Kwik Shop; T2A_WSW Info
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 2 of 3
TABLE 2A
Incident Name and No.: Former Kwik Shop - 3601
Map ID PIN Property Address Property Owner Owner Address Well Status
Distance (ft.) &
Direction from
Site
Comment
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION — FORMER KWIK SHOP SITE
SW-21 0415-99-7324
2679, 2681, 2683, 2685 Upchurch
Drive
Fayetteville, NC 28306
Eunice Nobles 2671 Upchurch Drive
Fayetteville, NC 28306 Active - Potable 825 SE
SW-22 0426-09-2925 3916 Donna Street
Fayetteville, NC 28306 Hao Zhang 3018 Alden Road
Fayetteville, NC 28304 Active - Potable 925 E
SW-23 0415-99-9997 3920 Donna Street
Fayetteville, NC 28306 Brian Dean 2721 Winterbrook Ct.
Powhatan, VA 23139 Active - Potable 750 E
SW-24 0415-89-8509 2625 Everitte Street
Fayetteville, NC 28306 Thomas Crocker Same Inactive 650 W Connected to municipal water
SW-25 0415-89-5706 3713 Cumberland Road
Fayetteville, NC 28306 Brian Barber 6244 Tryon Road
Cary, NC 27518 Active - Potable 760 W
SW-26 0415-89-8497 2635 Everitte Street
Fayetteville, NC 28306 David Mayes (life estate)2635 Everitte Street
Fayetteville, NC 28306 None
Water obtained from SW-27 at
2645 Everitte Street. No well
onsite
SW-27 0415-89-9317 2645 Everitte Street
Fayetteville, NC 28306 Carey Faircloth P.O. Box 48671
Cumberland, NC 28331 Active - Potable 815 SW
SW-28 0415-89-9248 2663 Everitte Street
Fayetteville, NC 28306 Audrey Bogden 2660 Everitte Street
Fayetteville, NC 28306 Active - Potable 825 SW
SW-29 0415-89-9168 2669 Everitte Street
Fayetteville, NC 28306 Audrey Bogden 2660 Everitte Street
Fayetteville, NC 28306 Active - Potable 850 SW
SW-30 0415-89-9035 2681 Everitte DriveFayetteville, NC 28306 Elaine Moylan 2660 Everitte StreetFayetteville, NC 28306 Inactive 980 SW
SW-31 0415-89-5243 2658 & 2660 Everitte Street
Fayetteville, NC 28306 Elaine Moylan 2660 Everitte Street
Fayetteville, NC 28306 Active - Potable 1,100 SW
SW-32 0415-89-4539 3729 Cumberland RoadFayetteville, NC 28306
Dancarol Real Estate
LimitedPartnership
P.O. Box 53309Fayetteville, NC 28305 Inactive 950 SW
SW-33 0416-80-3158 2420 Kimberly Drive
Fayetteville, NC 28306 Federal National Mortgage PO Box 650043
Dallas, TX 75264 Active - Potable 980 WNW
SW-34 0416-80-5349 2409 Kimberly Drive
Fayetteville, NC 28306 Donald Maitland 2409 Kimberly Drive
Fayetteville, NC 28306 Active - Potable 800 NW
SW-35 0416-80-5549 2407 Kimberly Drive
Fayetteville, NC 28306 Edward Herring Same Active - Potable 975 NW
SW-36 0416-80-5548 2405 Kimberly Drive
Fayetteville, NC 28306 Edward Herring 2407 Kimberly Drive
Fayetteville, NC 28306 Active - Potable 1,050 NW
NCDEQ; 3601_Former Kwik Shop; T2A_WSW Info
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 3 of 3
TABLE 2A
Incident Name and No.: Former Kwik Shop - 3601
Map ID PIN Property Address Property Owner Owner Address Well Status
Distance (ft.) &
Direction from
Site
Comment
PUBLIC AND PRIVATE WATER SUPPLY WELLS AND OTHER RECEPTOR INFORMATION — FORMER KWIK SHOP SITE
SW-37 0416-80-5772 4405 Piedmont Avenue
Fayetteville, NC 28306 Brian Dallas Same Active - Potable 1,000 NW
SW-38 0416-80-6792 4401 Piedmont Avenue
Fayetteville, NC 28306 Claude Scott 4055 Deadwyler Drive
Fayetteville, NC 28311 Active - Potable 950 NW
SW-39 0416-80-8702 4309 Piedmont Avenue
Fayetteville, NC 28306 Roy Short 4309 Piedmont Avenue
Fayetteville, NC 28306 Active - Potable 925 N
SW-40 0416-80-9971 2312 Dixie TrailFayetteville, NC 28306 Rebecca Hatfield Same Inactive 920 NW Connected to municipal water
SW-41 0416-80-8931 2313 Enloe Street
Fayetteville, NC 28306 Dorca Hernandez 2313 Enloe Street
Fayetteville, NC 28306 Active - Potable 980 NW
SW-42 0416-80-9751 4301 Piedmont Avenue
Fayetteville, NC 28306 Esther Jones Same Active - Potable 725 N
SW-43 0416-90-1700 4211 Piedmont Avenue
Fayetteville, NC 28306 Tommie Douglas 4211 Piedmont Avenue
Fayetteville, NC 28306 Inactive 800 N Connected to municipal water
SW-44 0416-90-2609 4205 & 4209 Piedmont Ave.
Fayetteville, NC 28306 Tommie Douglas 4211 Piedmont Avenue
Fayetteville, NC 28306 Inactive 775 N Connected to municipal water
SW-45 0416-90-3645 3814 Boone Trail
Fayetteville, NC 28306 Tommie Douglas 4211 Piedmont Avenue
Fayetteville, NC 28306 Inactive 675 N Connected to municipal water
SW-46 0416-90-3438
(Boone Trail Flea Market) 3830
Boone Trail
Fayetteville, NC 28306
Gladys Blanton P.O. Box 65034 Fayetteville, NC
28306 Inactive 590 N Connected to municipal water
SW-47 0416-90-9823 2303 Carbine Street
Fayetteville, NC 28306 Robert Morris 3137 Bolivia Street
Fayetteville, NC 28306 Active - Potable 1,050 NE
SW-48 0415-99-9230 2698 Belhaven Road
Fayetteville, NC 28306 Melissa Rhodes PO Box 288
Lumberton, NC 28359 Active - Potable 1,075 SE
SW-49 0415-99-9217 2690 Belhaven Road
Fayetteville, NC 28306 Joe Wilson 4133 Knollwood Drive
Fayetteville, NC 28304 Active - Potable 1,025 SE
SW-50 0415-99-2872
(Barnes Mobile Home Park) 2600
Upchurch RoadFayetteville, NC 28306
Howard Randolph and Sharon Randolph Taylor 837 and 905 Judson Church Rd., Fayetteville, NC 28312 Inactive 230 S Connected to municipal water
Information obtained from S&ME (2020).
NCDEQ; 3601_Former Kwik Shop; T2A_WSW Info
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 1 of 1
TABLE 3
WELL CONSTRUCTION AND HISTORICAL WATER LEVEL GAUGING DATA
Incident Name and No.: Former Kwik Shop - 3601
Well ID
Date
Installed
(mm/dd/yy)*
Date Water
Level
Measured
(mm/dd/yy)
Well
Diameter
(inches)
Well
Casing
Depth
(ft. BLS)*
Screened
Interval
(x to y ft.
BLS)*
Bottom
of Well
(ft. BLS)*
Top of
Casing
Elevation*
(ft.)
Free-Phase
Product
Thickness**
Depth to
Groundwater
from Top of
Casing (ft.)
Groundwater
Elevation (ft.)Comments
02/16/21 NMT 3.51 99.19 ƚ
01/19/22 NMT 19.91 80.66
03/14/23 NMT 20.11 80.46
02/16/21 NMT 5.42 95.09 Type III; ƚ
01/19/22 NMT 20.62 79.89 Type III; ƚ
03/14/23 NMT 21.67 78.84 Type III; ƚ
02/16/21 NMT 3.98 96.63 ƚ
01/19/22 NMT 19.64 80.97
03/14/23 NMT 19.12 81.49
02/16/21 NMT 3.01 96.28 ƚ
01/19/22 NMT 21.01 78.28
03/14/23 NMT 20.55 78.74
ft. BLS = feet Below Land Surface
NMT = No Measureable Thickness
ƚ = Water level measured above the screened interval.
* = Data obtained from S&ME (2020).
60.0 60.0-65.0 65.0 100.51
100.5725.015.0-25.015.0
10/02/01MW-2D
10/01/01MW-1
2.0
2.0
02/08/16MW-3 2.0
2.0
100.61
10.0 10.0-25.0
** = if free-phase product is present in a well, ground water elevation should be calculated by : [top of casing elevation - depth to water]+ [free product thickness x specific gravity of the fuel type].
02/08/16MW-4 25.0 99.29
25.010.0-25.010.0
NCDEQ; 3601_Former Kwik Shop; T3_Well Construction & Gauging
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 1 of 1
TABLE 4
SUMMARY OF GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Incident Name and No.: Former Kwik Shop - 3601
Well
Type
Well/
Sample
ID
Date
Collected
(mm/dd/yy)
MW-1 03/14/23 <4.0 1.9 <0.32 1.4 0.46 J 0.54 J 130 2.8 0.66 J <0.34 23 5.1 1.2 87 62 40 430 BMDL
MW-2D 03/14/23 <2.0 2.0 <0.16 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 1.6 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
MW-3 03/14/23 3.3 J <0.18 <0.16 <0.15 <0.13 0.50 <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
MW-4 03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
WSW-3 03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
WSW-7 03/14/23 <2.0 <0.18 0.29 J <0.15 <0.13 1.4 <0.22 <0.15 <0.13 0.24 J <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
SW-19 03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 0.20 J <0.22 <0.15 <0.13 2.8 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
03/14/23 9.7 J <0.18 <0.16 <0.15 <0.13 0.23 J <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 0.27 J <0.20 <0.15 <0.73 BMDL
03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 0.38 J <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
All results in micrograms per liter (µg/L).
BMDL = Below Method Detection Limit (Refer to the analytical report for a complete list of analytes and detection limits.)
Bold results indicate concentrations above 2L GWQS.
2L GWQS = NCAC T15A:02L Groundwater Quality Standards
GCL = Gross Contaminant Level
NE = Not Established
< = Less than method detection limit.
J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration (CLP J-Flag).
50,000
500
Varies
Varies
6,000
6
26,100
70
70,000
70
260,000
600
28,500
400
24,100
400
8,800
70
70,000
70
80,000
600
30,500
70
11,700
25
20,000
20 All Other SM 6200B AnalytesMonitoring Water Supply Field Blank / FB
Trip Blank
GCL (µg/L)
2L GWQS (µg/L)
6,000,000
6,000
5,000
1
NE
NE
5,900
70 n-PropylbenzeneStyreneToluene 1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal XylenesChloroform EthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Methyl tert-Butyl Ether (MTBE)Naphthalenesec-Butylbenzene Contaminant of
Concern
Acetone Benzene Bromodichloromethane n-ButylbenzeneNCDEQ; 3601_Former Kwik Shop; T4_ GW Results - SM 6200B
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023
Page 1 of 1
TABLE 5
SUMMARY OF HISTORICAL GROUNDWATER LABORATORY RESULTS — STANDARD METHOD 6200B
Incident Name and No.: Former Kwik Shop - 3601
Well
Type
Well/
Sample
ID
Date
Collected
(mm/dd/yy)
02/16/21 BMDL <0.13 BMDL BMDL BMDL <0.19 <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL 8.0 BMDL 2.4 BMDL <0.38 72 1.5 0.36 J <0.34 17 L 1.1 BMDL 130 35 22 212 BMDL
03/14/23 <4.0 1.9 <0.32 1.4 0.46 J 0.54 J 130 2.8 0.66 J <0.34 23 5.1 1.2 87 62 40 430 BMDL
02/16/21 BMDL 0.63 BMDL BMDL BMDL <0.19 <0.090 BMDL BMDL 1.3 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL 2.8 BMDL <0.14 BMDL <0.19 <0.090 <0.10 <0.090 2.1 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
03/14/23 <2.0 2.0 <0.16 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 1.6 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
02/16/21 BMDL <0.13 BMDL BMDL BMDL 0.48 J <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL 0.41 J <0.090 <0.10 <0.090 <0.17 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
03/14/23 3.3 J <0.18 <0.16 <0.15 <0.13 0.50 <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
02/16/21 BMDL <0.13 BMDL BMDL BMDL <0.19 <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL <0.19 <0.090 <0.10 <0.090 <0.17 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL <0.19 <0.090 <0.10 <0.090 <0.17 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 <0.14 <0.22 <0.15 <0.13 <0.17 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
02/16/21 BMDL <0.13 BMDL BMDL BMDL 0.40 J <0.090 BMDL BMDL 0.26 J BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL 0.52 <0.090 <0.10 <0.090 0.25 J <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
07/27/22 BMDL BMDL BMDL BMDL BMDL 0.91 BMDL BMDL BMDL 0.25 J BMDL BMDL BMDL BMDL BMDL BMDL BMDL BMDL
03/14/23 <2.0 <0.18 0.29 J <0.15 <0.13 1.4 <0.22 <0.15 <0.13 0.24 J <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
WSW-35 02/16/21 BMDL <0.13 BMDL BMDL BMDL 0.20 J <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
02/16/21 BMDL <0.13 BMDL BMDL BMDL 0.64 <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL 0.36 J <0.090 <0.10 <0.090 <0.17 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
SW-7 02/16/21 BMDL <0.13 BMDL BMDL BMDL 0.43 J <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
02/16/21 BMDL <0.13 BMDL BMDL BMDL <0.19 <0.090 BMDL BMDL <0.17 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL <0.19 <0.090 <0.10 <0.090 <0.17 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
02/16/21 BMDL <0.13 BMDL BMDL BMDL <0.19 <0.090 BMDL BMDL 3.4 BMDL BMDL BMDL <0.11 <0.10 BMDL <0.27 BMDL
01/19/22 BMDL <0.13 BMDL <0.14 BMDL <0.19 <0.090 <0.10 <0.090 3.1 <0.15 <0.080 BMDL <0.11 <0.10 <0.10 <0.27 BMDL
07/27/22 BMDL BMDL BMDL BMDL BMDL 0.22 J BMDL BMDL BMDL 4.0 BMDL BMDL BMDL BMDL BMDL BMDL BMDL BMDL
03/14/23 <2.0 <0.18 <0.16 <0.15 <0.13 0.20 J <0.22 <0.15 <0.13 2.8 <0.38 <0.12 <0.15 <0.22 <0.20 <0.15 <0.73 BMDL
All results in micrograms per liter (µg/L).
Bold results indicate concentrations above 2L GWQS.
GCL = Gross Contaminant Level
2L GWQS = NCAC T15A:02L Groundwater Quality Standards
NE = Not Established
< = Less than method detection limit.
BMDL = Below Method Detection Limit (Refer to the analytical report for a complete list of analytes and detection limits.)
J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration (CLP J-Flag).
L = Laboratory fortified blank/laboratory control sample recovery and duplicate recovery are outside of control limits. Reported value for this compound is likely to be biased on the low side (L-04 Flag).
SW-19Water Supply WSW-7
WSW-3
WSW-36
SW-11
6,000,000
6,000
GCL (µg/L)
2L GWQS (µg/L)
Varies
Varies
70,000
70
80,000
600
20,000
20
50,000
500
260,000
600
28,500
400
24,100
400
6,000
6
26,100
70
5,000
1 All Other SM 6200B Analytes1,3,5-TrimethylbenzeneNaphthalenen-PropylbenzeneToluene 1,2,4-TrimethylbenzeneTotal XylenesContaminant of
Concern
Acetonen-ButylbenzeneMW-3
MW-2D
MW-1
Monitoring MW-4 Benzene Bromodichloromethane sec-Butylbenzene StyreneNE
NE
8,800
70
70,000
70Chloroform EthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene (p-Cymene)Methyl tert-Butyl Ether (MTBE)30,500
70
11,700
25
5,900
70
NCDEQ; 3601_Former Kwik Shop; T5_Historical GW
CATLIN Project No. 220275
CATLIN Engineers and Scientists
April 2023

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

FIGURES
FIGUREPROJECTTITLE
1FORMER KWIK SHOP3625 CUMBERLAND RDFAYETTEVILLE, NC SITE VICINITY MAP
C U M B E R L A N D R DOWEN DRBOONE TRLFORMER KWIKSHOP SITE
FORMER BALL'S GROCERY SITE
APPROXIMATE FORMER BALL'S GROCERY SITE1,500 FEET RADIUS
APPROXIMATE FORMER KWIK SHOP SITE1,500 FEET RADIUS
Copyright:© 2013 National Geographic Society, i-cubed
2,000 0 2,000 4,0001,000
Feet
³
JOB NO.DATE SCALE DRAWN BY/CHECKED BY220275APRIL 2023 AS SHOWN KMC/BJAINCIDENT NO.3601
FIGUREPROJECTTITLE
2FORMER KWIK SHOP
3625 CUMBERLAND RDFAYETTEVILLE, NC POTENTIAL RECEPTOR MAP
!(P !(P
!(P
!(P
!(P !(P
!(P
!(P !(P
!(P
!(P
!(P
!(P
!(P
!(P!(P
!(P!(P
!(P !(P
!(P
!(P
!(P
!(P !(P
!(P !(P !(P !(P
!(P
!(P
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!(P
!(P
!(P
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!(P
!(P
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!(P !(P !(P
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!(W
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!(P
!(P
!(P
!(P
!(P!(P
SITE LOCATION
C U M B E R L A N D R D 500 F E E T RADIUS
SW-47
SW-17
SW-5
SW-9
SW-45
SW-46
SW-44
SW-40
SW-43
SW-42
SW-41
SW-39SW-38
SW-37
SW-36
SW-35 SW-18
SW-34
SW-33 SW-2
SW-22
SW-4
SW-6SW-3
SW-50
SW-20
SW-23
SW-7
SW-13SW-14
SW-10SW-11SW-12
SW-49SW-48SW-21SW-15
SW-16
SW-29
SW-30
SW-28SW-27
SW-24
SW-26
SW-25
SW-19
SW-31SW-32
WSW-21
WSW-22
WSW-23
WSW-24
WSW-23
WSW-25
WSW-26
WSW-27
WSW-17
WSW-18
WSW-19
WSW-20 WSW-12
WSW-13WSW-14
WSW-6
WSW-7 WSW-10
WSW-1
WSW-4
WSW-5
WSW-31
WSW-30
WSW-35
WSW-37
WSW-38
WSW-41
WSW-33
WSW-34
WSW-45
WSW-36 WSW-46WSW-39
WSW-47WSW-42 WSW-43
WSW-44
WSW-11 WSW-40
1,500FEET R A D I U S
WSW-3
WSW-2
WSW-32WSW-9
WSW-8WSW-16WSW-29
WSW-15
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
500 0 500 1,000250
Feet
³
JOB NO.DATE SCALE DRAWN BY/CHECKED BY220275APRIL 2023 AS SHOWN KMC/BJAINCIDENT NO.3601
NOTES: 1. Well locations were obtained from previous reports prepared by other consultants and are approximate.2. Water supply wells historically associated with the Former Ball's Grocery Site are named "WSW-##", water supply wells originally associated with the Former Kwik Mart are named "SW-##".
LEGEND
!(W Active Non-Potable
Water Supply Well
!(P
!(P
Active Potable Water Supply Well
Inactive Potable
Water Supply Well
FIGUREPROJECTTITLE
3FORMER KWIK SHOP3625 CUMBERLAND RDFAYETTEVILLE, NC SITE MAP
!>
!>
!(>!>
!(P !(
!(
!(P
!(P
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!(
!(
!(
!(
!(
!(
!(
!(P
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!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(P!(P!(P!(!(P!(P !(P !(P!(!(!(!(!(!(!(!(!(!(!(!(!(!(
FORMERDISPENSERISLANDS
C U M B E R L A N D R D
MW-3
MW-4
MW-2DMW-1
A&D LAWNMOWER REPAIR
FORMERUSTS
BARNES MOBILEHOME PARK
SW-50
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
50 0 50 10025
Feet
³
NOTE: Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.
JOB NO.DATE SCALE DRAWN BY/CHECKED BY220275APRIL 2023 AS SHOWN KMC/BJAINCIDENT NO.3601
Parcel Boundary
Approximate Location
of Former UST System
LEGEND
Monitoring Well
(Type II)!>
Monitoring Well(Type III)!(!>
Inactive Potable
Water Supply Well!(P
FIGUREPROJECTTITLE
4FORMER KWIK SHOP3625 CUMBERLAND RDFAYETTEVILLE, NC
GROUNDWATER ELEVATION –MARCH 14, 2023
!>
!>
!(>!>
!(P !(
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!(
!(
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!(
!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(P!(P!(P!(!(P!(P !(P !(P!(!(!(!(!(!(!(!(!(!(!(!(!(!(<<<C U M B E R L A N D R D
MW-3(81.49)
MW-4(78.74)
MW-2D*(78.84)MW-1(80.46)
SW-5080.5080.0081.0079.5079.00Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
50 0 50 10025
Feet
³
JOB NO.DATE SCALE DRAWN BY/CHECKED BY220275APRIL 2023 AS SHOWN KMC/BJAINCIDENT NO.3601
Parcel Boundary
Approximate Locationof Former UST System
LEGEND
Gauged Monitoring Well (Type II)!>
Gauged Monitoring Well (Type III)!(>
Inactive PotableWater Supply Well!(P
Groundwater Contour
Groundwater Flow Direction
<Groundwater Elevation (Feet)(##)
NOTES: 1. Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.2. * = Deep well; elevation not used for contouring purposes3. The groundwater elevation contour interval is 0.50 feet.
FIGUREPROJECTTITLE
5FORMER KWIK SHOP3625 CUMBERLAND RDFAYETTEVILLE, NC
MONITORING WELLGROUNDWATER SAMPLEANALYTICAL RESULTS –MARCH 14, 2023
!>
!>
!(>!>
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C U M B E R L A N D R D
MW-3
MW-4
MW-2D*MW-1
SW-50
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
50 0 50 10025
Feet
³
JOB NO.DATE SCALE DRAWN BY/CHECKED BY220275APRIL 2023 AS SHOWN KMC/BJAINCIDENT NO.3601
Parcel Boundary
Approximate Locationof Former UST System
LEGEND
Sampled Monitoring Well (Type II)!>
Sampled Monitoring Well (Type III)!(>
Inactive PotableWater Supply Well!(P
NOTE: Well and tank locations were obtained from previous reports prepared by other consultants and are approximate.
Incident Name and No.: Former Kw ik Shop - 3601
DateCollected
03/14/23 1.9 23
03/14/23 2.0 <0.3803/14/23 <0.18 <0.3803/14/23 <0.18 <0.38
All results in micrograms per liter (µg/L).Bold results are above 2L GWQS. Refer to Table 4 for all results and notes.
6,0006
SUMMARY OF GROUNDWATER LABORATORY RESULTS - STANDARD METHOD 6200B
5,0001
MW-3
Contaminant of Concern
Benzene NaphthaleneWell/ SampleIDMW-1
MW-2D
MW-4 GCL (µg/L)2L GWQS (µg/L)
FIGUREPROJECTTITLE
6FORMER KWIK SHOP3625 CUMBERLAND RDFAYETTEVILLE, NC
WATER SUPPLY WELL SAMPLE ANALYTICAL RESULTS –MARCH 14, 2023
!(P !(P
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SW-2
SW-5SW-9
SW-7
SW-6
SW-4SW-3
WSW-3
WSW-2
WSW-1
WSW-5
WSW-4WSW-6
WSW-7
WSW-8
WSW-9
SW-29SW-28SW-31
SW-32 SW-27
SW-26
SW-24
SW-19
SW-25 SW-50
SW-47
SW-17
SW-46
SW-45
SW-44
SW-42
SW-43SW-39SW-38SW-37
SW-18SW-36
SW-35
SW-34
SW-33
SW-40SW-41
SW-48SW-49
SW-21
SW-12
SW-11
SW-10
SW-14
SW-13
SW-22SW-23
SW-20
SW-15
WSW-40WSW-47
WSW-44
WSW-43WSW-42
WSW-39
WSW-46
WSW-45
WSW-33
WSW-34
WSW-36
WSW-38
WSW-37
WSW-35
WSW-41
WSW-30
WSW-31
WSW-32
WSW-10
WSW-11WSW-13
WSW-12
WSW-14
WSW-20
WSW-19
WSW-18
WSW-17
WSW-16
WSW-15
WSW-27
WSW-28
WSW-29
WSW-26
WSW-25
WSW-24
WSW-23
WSW-22
WSW-21
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
400 0 400 800200
Feet
³
JOB NO.DATE SCALE DRAWN BY/CHECKED BY220275APRIL 2023 AS SHOWN KMC/BJAINCIDENT NO.3601
NOTES: 1. Well locations were obtained from previous reports prepared by other consultants and are approximate.2. Water supply wells historically associated with the Former Ball's Grocery Site are named "WSW-##", water supply wells originally associated with the Former Kwik Mart are named "SW-##".
LEGEND
!(W Active Non-Potable Water Supply Well
!(P
!(P
Active Potable Water Supply Well
Inactive PotableWater Supply Well
!(P Sampled Potable Water Supply Well
Parcel Boundary
Incident Name and No.: Former Kwik Shop - 3601
DateCollected
03/14/23 <0.16 <0.14 <0.17
03/14/23 0.29 J 1.4 0.24 J
03/14/23 <0.16 0.20 J 2.8
BMDL = Below Method Dectection LimitRefer to Table 4 for all results and notes.
GCL (µg/L)2L GWQS (µg/L)
Well/ SampleID
Contaminant of Concern
WSW-3WSW-7SW-19
SUMMARY OF GROUNDWATER LABORATORY RESULTS - STANDARD METHOD 6200B
20,00020Methyl tert-Butyl Ether (MTBE)NENEBromodichloromethane Chloroform 70,00070

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

APPENDICES

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

APPENDIX A HISTORICAL DATA
TABLE 1
WELL CONSTRUCTION AND LIQUID LEVEL DATA-FORMER KWIK SHOP
Well ID
Date
Installed
(m/dd/yy)
Well
Casing
Diameter
(inches)
Well
Casing
Depth
(ft.-bgs)
Depth
of Well
(ft.-bgs)
Top of
Casing
Elevation
(ft.-rel)
Date
Water
Level
Measured
(m/dd/yy)
Depth to
Water
from Top
of Casing
(ft.-BTOC)
Groundwater
Elevation (ft.-
rel)
8/8/2009 19.09 81.48
4/5/2012 21.20 79.37
2/13/2013 20.91 79.66
1/9/2014 19.54 81.03
3/2/2015 16.76 83.81
2/8/2016 14.40 86.17
12/13/2017 20.19 80.38
1/17/2019 13.06 87.51
3/25/2020 16.57 84.00
8/8/2009 20.70 79.81
4/5/2012 22.37 78.14
2/13/2013 22.17 78.34
1/9/2014 21.37 79.14
3/2/2015 18.38 82.13
2/8/2016 16.01 84.50
12/13/2017 21.54 78.97
1/17/2019 14.90 85.61
3/25/2020 18.34 82.17
2/9/2016 14.77 85.84
12/13/2017 19.19 81.42
1/17/2019 13.55 87.06
3/25/2020 16.48 84.13
2/9/2016 14.86 84.43
12/13/2017 19.32 79.97
1/17/2019 12.71 86.58
3/25/2020 16.34 82.95
Notes:
1. ft.-bgs = feet below ground surface
2. ft-BTOC = feet below top of casing
4. MW-1 and MW-2D were installed by others. Well construction information for MW-1 and MW-2D were obtained from well tags located at the monitoring wells.
5. Installation of MW-3 and MW-4 was observed by S&ME, Inc.
MW-3 2/8/2016 2 0.0 - 10.0
2/8/2016 2 0.0 - 10.0MW-4
25 100.61
10.0 - 25.0 25 99.29
100.57
10.0 - 25.0
Former Kwik Shop Incident No.: 3601, UST No.: FA-56
3625 Cumberland Road, Fayetteville, Cumberland County, North Carolina
Screened
Interval
(x to y ft.-bgs)
S&ME Project No. 4305-17-221B
2510/1/2001 0.0 - 15.0 15.0 - 25.0MW-1
MW-2D
2
2 65
3. ft.-rel = feet relative to an assumed benchmarkof 100.00 feet (Northeast corner of adjoining church parking lot). Elevations measured by S&ME, Inc. on February 9, 2016.
10/2/2001 0.0 - 60.0 60.0 - 65.0 100.51
NCDEQ; 3601_Former Kwik Shop CATLIN Project No. 220275
APPENDIX A
HISTORICAL DATA - S&ME, 2020
CATLIN Engineers and Scientists April 2023
EDB by Method 504.1Lead by Method 6010Well IDDateCollected(mm/dd/yy)10/2/2001 BDL2,900 16,000 1,600 8,900BDL BDL NA1,500BDL NA NA1,500BDL BDL BDL BDL NA NA BDL12NA NA NA NA3/9/2005BDL364 394 17 107BDL BDL NA11 2.4NA NA30 24 1.9BDL1.6NA27BDL0.4670 2,800 350 3304/3/2008BDL434 5,880 1,350 8,280BDL BDL NA804 54 20NA1,660 454 146 69 6.8NA BDL BDL NANA NA NA NA8/8/2009BDL4.0 2.3 1.9 17.1BDL BDL BDL9.1 4.6NA NA85.3 43.9 4.7BDL BDL NA BDL BDL BDLNA NA NA NA4/5/2012BDL38 190 44 450BDL BDL BDL39 1.8 1.8 13 93 51 3.1 12 1.2 0.89NA10.11 BP 120NA NA NA2/13/201347 J 22 500 120 1,040BDL9.9 JBDL63 2.9 J 2.5 JBDL150 78 5.6 20BDL BDL BDL BDL BDL130NA NA NA1/9/201427 J 8.2 220 17 133BDL BDL BDL20 4.3 3.5BDL190 110 10 27 3.2BDL BDL1.7 JNANA NA NA NA3/2/2015NA <0.5 <0.5 <0.5 <1.0 <0.5 <2.0 <0.5 <2.0 <0.5 NA <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <0.5 NANA NA NA NA2/8/2016<50 <0.5 <0.5 <0.5 <1.0 <0.5 <2.0 <0.5 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <0.5 NANA NA NA NA12/13/2017 <10019 110 62 93<1.0 <10 <1.018 1.4 J 0.72 J<1.016 12 0.92 J 8.2 0.72 J<1.0 <4.0 <1.0 NANA NA NA NA1/17/2019 <50 <0.5 <0.5 <0.5 <1.0 <0.5 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <2 <0.5 NANA NA NA NA3/25/2020 <50 <0.5 <0.5 <0.5 <1.0 <0.5 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.6 <1.0 NANA NA NA NA10/2/2001 BDL1.0 9.0 2.0 8.0BDL BDL NA5.0BDL NA NA2.0BDL BDL BDL BDL NA BDL59BDLNA NA NA NA3/9/2005BDL1.7BDL BDL BDL3.8BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDLBDL BDL BDL BDL4/3/2008BDL3.5BDL BDL BDL6.2BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL NANA NA NA NA8/8/2009BDL4.2BDL BDL BDL5.7BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDLNA NA NA NA4/5/2012BDL9.3BDL BDL BDL9.3BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDLBDL NA NA NA2/13/2013 BDL4.2BDL BDL BDL6.3BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL2.2NA NA NA1/9/2014BDL0.61BDL BDL BDL0.86BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL NANA NA NA NA3/2/2015NA <0.5 <0.5 <0.5 <1.00.9<2.0 <0.5 <2.0 <0.5 NA <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <0.5 NANA NA NA NA2/8/2016<500.57<0.5 <0.5 <1.01.0<2.0 <0.5 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <0.5 NANA NA NA NA12/13/2017 <500.23 J<0.5 <0.5 <1.00.69<2.0 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <2.0 <0.5 <0.5 <0.5 <0.5 <2.0 <0.5 NANA NA NA NA1/17/2019 <501.3<0.5 <0.5 <1.01.5<5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <2 <0.5 NANA NA NA NA3/25/2020 <502.2<0.5 <0.5 <1.02.6<5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.6 <1.0 NANA NA NA NA2/9/2016<50 <0.5 <0.5 <0.5 <1.0 <0.5 <2.0 <0.5 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1.00.91NANA NA NA NA12/13/2017 <50 <0.5 <0.5 <0.5 <1.0 <0.5 <2.0 <0.5 <0.5<0.5<0.5<0.5<1.0<2.0<0.5<0.5<0.5<0.5<2.00.65NANA NA NA NA1/17/2019 <50 <0.5 <0.5 <0.5 <1.0 <0.5 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <20.38 JNANA NA NA NA3/25/2020 <50 <0.5 <0.5 <0.5 <1.0 <0.5 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.60.73 JNANA NA NA NA2/9/2016<50 <0.5 <0.5 <0.5 <1.0 <0.5 <2.0 <0.5 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <0.5 NANA NA NA NA12/13/2017 <50 <0.5 <0.5 <0.5 <1.0 0.7 <2.0 <0.5 <0.5 <0.5 <0.5 <0.5 <1.0 <2.0 <0.5 <0.5 <0.5 <0.5 <2.00.66NANA NA NA NA1/17/2019 <50 <0.5 <0.5 <0.5 <1.0 <0.5 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <2 <0.5 NANA NA NA NA3/25/20204.2 J<0.5 <0.5 <0.5 <1.0 <0.5 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.6 <1.0 NANA NA NA NA6,000 1 600 600 500 20 5 70 6 70 25 0.6 400 400 70 70 70 6 3.0 70 0.0215 400 700 2006,000,000 5,000 260,000 84,500 85,500 20,000 5,000 70,000 6,000 25,000 11,700 600 28,500 25,000 30,000 6,900 8,500 6,000 3,000 70,000 5015,000 NL NL NLNotes:1. Analytes that are not shown were not detected for the method7. BDL = Below detection limits2. All values reported in micrograms per liter (μg/l)8. B = Constituent detected in the laboratory method blank3. 2L Standards = 15A NCAC 2L .0202 Groundwater Quality Standards9. P = The RPD (Relative percentage difference) between two laboratory control samples exceeds 40%4. MADEP = Massachusettes Department of Environmental Protection10. Concentrations exceeding the laboratory method detection limits are shown in BOLD.5. VPH = Volatile Petroleum Hydrocarbons11. Concentrations exceeding the 2L Standards are shown in BOLD and Shaded fields.6. NA = Not analyzed for the listed constituent12. J= Estimated concentration between the method detection limit and the reporting limit.1,2-dichloroethaneC9-C18 Aliphatic1,3,5-Trimethylbenzenen-PropylbenzeneMW-4MW-3MADEP VPHVolatile Organic Compounds (VOCs) by EPA Method 6200B or equivalentMW-2Dtoluenetotal xylenesmethylene chloridenaphthaleneisopropylbenzeneC5-C8 Aliphatic2L Standards6 0( (2020)TABLE 2SUMMARY OF GROUNDWATER SAMPLING RESULTS-FORMER KWIK SHOP Former Kwik Shop Incident No.: 3601, UST No.: FA-563625 Cumberland Road, Fayetteville, Cumberland County, North CarolinaS&ME Project No. 4305-17-221B1,2-dibromoethane (EDB)Gross Contamination LevelsContaminant of Concern acetonemethyl tert-butyl ether (MTBE)ethylbenzenebenzeneMW-1Isopropyl ether (IPE)C9-C22 Aromaticn-Butylbenzenechloromethanechloroformp-isopropyltoluene1,1,2-trichloroethanesec-Butylbenzene1,2,4-TrimethylbenzeneleadAPPENDIX A HISTORICAL DATA - S&ME, 2020CATLIN Engineers and Scientists April 2023NCDEQ; 3601_Former Kwik Shop CATLIN Project No. 220275
Page 1 of 2
Well
ID
Date
Collected
3/9/2005 BDL BDL BDL BDL 1.5 NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
8/8/2009 BDL BDL BDL BDL BDL BDL BDL BDL BDL NA
4/5/2012 BDL BDL BDL BDL 0.76 BDL BDL 0.36 J BDL BDL
2/14/2013 BDL BDL BDL BDL 0.63 BDL BDL 0.41 J BDL 26
3/4/2013 NA NA NA NA NA NA NA NA NA 2.2 J
1/9/2014 BDL BDL BDL BDL 0.25 J BDL BDL 0.43 J NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.56 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.78 NA NA
12/13/2017 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.24 J NA NA
1/18/2019 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.23 J NA NA
3/25/2020 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <1.0 NA NA
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL 5.2
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
1/9/2014 BDL BDL BDL BDL BDL BDL BDL 0.19 J NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
12/13/2017 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.99 NA NA
1/18/2019 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.99 NA NA
3/25/2020 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 1.3 NA NA
SW-10 3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL 5.6
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
8/8/2009 BDL BDL BDL BDL BDL BDL BDL BDL BDL NA
4/5/2012 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
2/13/2013 BDL BDL BDL BDL BDL BDL BDL BDL BDL 8.6
1/9/2014 BDL BDL BDL BDL BDL BDL BDL BDL NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
12/13/2017 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
1/18/2019 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
3/25/2020 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <1.0 NA NA
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
8/8/2009 BDL BDL BDL BDL BDL BDL BDL BDL BDL NA
4/5/2012 BDL BDL BDL BDL 0.11 J BDL BDL BDL BDL BDL
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL 39
4/1/2005 BDL NA NA NA NA NA NA NA NA 280
4/1/2005 BDL NA NA NA NA NA NA NA NA 32
4/1/2005 BDL NA NA NA NA NA NA NA NA BDL
4/1/2005 BDL NA NA NA NA NA NA NA NA 23
1 600 600 500 20 70 3 70 0.02 15
5,000 260,000 84,500 85,500 20,000 70,000 3,000 70,000 50 15,000
Notes:
1. Analytes that are not shown were not detected for the method 5. BDL = Below detection limit
2. All values reported in micrograms per liter (μg/l)6. Concentrations exceeding the laboratory method detection limits are shown in BOLD.
3. 2L Standard = 15A NCAC 2L .0202 Groundwater Quality Standard 7. Concentrations exceeding the 2L Standards are shown in BOLD and Shaded fields.
4. NA = Not Analyzed for the listed constituent 8. J= Estimated concentration between the method detection limit and the reporting limit.
9. Laboratory data prior to 8/8/2009 obtained from previous reports prepared by Groundwater Management Associates.1,2-dibromoethane (EDB)6 0( (2020)TABLE 4
SUMMARY OF WATER SUPPLY WELL SAMPLING RESULTS-FORMER KWIK SHOP
Former Kwik Shop Incident No.: 3601, UST No.: FA-56
3625 Cumberland Road, Fayetteville, Cumberland County, North Carolina
S&ME Project No. 4305-17-221B
Volatile Organic Compounds (VOCs) by EPA Method 6200B or equivalent EDB by
Method 504.1
Lead by Method
6010
Leadmethyl tert-butyl etherContaminant of Concern benzenetolueneethylbenzenetotal xyleneschloroformisopropyl ethertrichloroetheneSW-5
2L Groundwater Standard
Gross Contamination Level
SW-6
SW-7
SW-11
SW-12
SW-13
APPENDIX A
HISTORICAL DATA - S&ME, 2020
CATLIN Engineers and Scientists April 2023NCDEQ; 3601_Former Kwik Shop CATLIN Project No. 220275
Page 2 of 2
Well
ID
Date
Collected
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
8/8/2009 BDL BDL BDL BDL BDL NA BDL BDL BDL NA
4/5/2012 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL
1/9/2014 BDL BDL BDL BDL BDL BDL BDL BDL NA NA
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
8/8/2009 BDL BDL BDL BDL BDL BDL BDL 0.61 BDL NA
4/5/2012 BDL BDL BDL BDL 0.67 BDL BDL 0.5 BDL BDL
2/13/2013 BDL BDL BDL BDL 0.38 J BDL BDL 0.28 J BDL 73
3/4/2013 NA NA NA NA NA NA NA NA NA 3.8
1/9/2014 BDL BDL BDL BDL 0.24 J BDL BDL 0.22 J NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.51 NA NA
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL 14
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
2/14/2013 BDL BDL BDL BDL BDL NA NA NA NA 7.4
1/9/2014 BDL BDL BDL BDL BDL BDL BDL BDL NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
12/13/2017 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 <0.5 NA NA
SW-18 3/9/2005 BDL BDL BDL BDL BDL NA NA NA BDL NA
3/9/2005 BDL BDL BDL BDL 2.7 NA NA NA BDL BDL
4/3/2008 BDL BDL BDL BDL BDL NA NA NA NA NA
8/8/2009 BDL BDL BDL BDL 7.3 BDL BDL BDL BDL NA
4/5/2012 BDL BDL BDL BDL 8.5 BDL 0.83 0.26 J BDL 2.7 J
2/14/2013 BDL BDL BDL BDL 16 BDL BDL 0.21 J BDL 1.2 J
3/4/2013 BDL BDL BDL BDL 11 BDL BDL BDL NA NA
1/9/2014 BDL BDL BDL BDL 12 BDL BDL BDL NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 7.1 <0.5 <0.5 <0.5 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 5.4 <0.5 <0.5 <0.5 NA NA
1/18/2019 <0.5 <0.5 <0.5 <1.0 5.2 <0.5 <0.5 <0.5 NA NA
3/25/2020 <0.5 <0.5 <0.5 <1.0 5.3 <0.5 <0.5 <1.0 NA NA
3/2/2015 <0.5 <0.5 <0.5 <1.0 0.67 <0.5 <0.5 <0.5 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 0.39 J <0.5 <0.5 <0.5 NA NA
2/8/2016 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.71 NA NA
12/13/2017 <0.5 <0.5 <0.5 <1.0 0.16 J <0.5 <0.5 0.47 J NA NA
1/18/2019 <0.5 <0.5 <0.5 <1.0 <0.5 <0.5 <0.5 0.28 J NA NA
1 600 600 500 20 70 3 70 0.02 15
5,000 260,000 84,500 85,500 20,000 70,000 3,000 70,000 50 15,000
Notes:
1. Analytes that are not shown were not detected for the method 6. Concentrations exceeding the laboratory method detection limits are shown in BOLD.
2. All values reported in micrograms per liter (μg/l)7. Concentrations exceeding the 2L Standards are shown in BOLD and Shaded fields.
3. 2L Standard = 15A NCAC 2L .0202 Groundwater Quality Standard 8. J= Estimated concentration between the method detection limit and the reporting limit.
4. NA = Not Analyzed for the listed constituent 9. Laboratory data prior to 8/8/2009 obtained from previous reports prepared by Groundwater Management Associates.
5. BDL = Below detection limit
SW-27
SW-14 LeadEDB by Method
504.1
1,2-dibromoethane (EDB)trichloroetheneisopropyl etherLead by Method
6010
Gross Contamination Level
Contaminant of Concern tolueneethylbenzene2L Groundwater Standard
SW-16
SW-17
SW-19
SW-15
SW-25
6 0((2020) TABLE 4
SUMMARY OF WATER SUPPLY WELL SAMPLING RESULTS-FORMER KWIK SHOP
Former Kwik Shop Incident No.: 3601, UST No.: FA-56
3625 Cumberland Road, Fayetteville, Cumberland County, North Carolina
S&ME Project No. 4305-17-221B
chloroformbenzenemethyl tert-butyl ethertotal xylenesVolatile Organic Compounds (VOCs) by EPA Method 6200B or equivalent
APPENDIX A
HISTORICAL DATA - S&ME, 2020
CATLIN Engineers and Scientists April 2023NCDEQ; 3601_Former Kwik Shop CATLIN Project No. 220275

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

APPENDIX B SITE PHOTOGRAPHS
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop Site Facing Southeast
Kwik Shop
Site Facing East
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop
MW-1 Facing South
Kwik Shop Site Facing Southwest
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop MW-2D Facing South
Kwik Shop
MW-3
Facing West
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop MW-4 Facing Southeast
Kwik Shop
SW-5 Residence
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop SW-5 Residence
Kwik Shop
SW-7 Residence
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop SW-11 Residence
Kwik Shop
SW-19 Residence
19
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop SW-19 Spigot
Kwik Shop
WSW-3 Well Cover/Spigot
19
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop WSW-9 Residence
Kwik Shop
WSW-8 Residence
APPENDIX B SITE PHOTOGRAPHS – MARCH 14, 2023
NCDEQ; 3601_Kwik Shop CATLIN Engineers and Scientists CATLIN Project No. 220275 April 2023

Kwik Shop WSW-7 Residence
Kwik Shop
WSW-35 Residence

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

APPENDIX C

DAILY ACTIVITIES LOG
AND FIELD DATA SHEETS

CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-1 4.89
20.11 0.798
NMT 2.394
25 3.990
2
Method:Bailer Purge Start Time:11:31
Required Bails for 3 Well Volumes:10 Purge Stop Time:11:42
Required Bails for 5 Well Volumes:17 Was Well Purged Dry?No
Number of Bails Removed:11 Sample Time:11:45
Groundwater Removed (gal):2.6
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
NCDEQ-Osman
Monitoring Well Information
Nate Newman
3/14/2023
Kwik Shop Cumberland
220275.4
6200B
Laboratory Analysis Information
Geochemical Parameters
Depth to Water (ft below TOC)
mostly clear. slight hco
Aqua Troll 600
Turbidity and Additional
Sampling Notes
GROUNDWATER SAMPLING FORM
Water Column (ft below TOC)
One Well Volume (gal)
Three Well Volumes (gal)
Five Well Volumes (gal)
Well Data
Well ID
Depth to Product (ft below TOC)
Total Well Depth (ft)
Purging Information Information
Volume of Groundwater in Well
Well Diameter (inches)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-2D 43.33
21.67 7.071
NMT 21.214
65 35.357
2
Method:Pump Purge Start Time:10:47
Required Bails for 3 Well Volumes:89 Purge Stop Time:11:20
Required Bails for 5 Well Volumes:148 Was Well Purged Dry?No
Number of Bails Removed:91 Sample Time:11:20
Groundwater Removed (gal):21.8
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
clear
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Kwik Shop Cumberland Nate Newman
220275.4 3/14/2023
NCDEQ-Osman
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-3 5.88
19.12 0.960
NMT 2.879
25 4.798
2
Method:Bailer Purge Start Time:12:03
Required Bails for 3 Well Volumes:12 Purge Stop Time:12:13
Required Bails for 5 Well Volumes:20 Was Well Purged Dry?No
Number of Bails Removed:11 Sample Time:12:13
Groundwater Removed (gal):2.6
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
moderate turbidity tan
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Kwik Shop Cumberland Nate Newman
220275.4 3/14/2023
NCDEQ-Osman
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
MW-4 4.45
20.55 0.726
NMT 2.179
25 3.631
2
Method:Bailer Purge Start Time:12:32
Required Bails for 3 Well Volumes:10 Purge Stop Time:12:37
Required Bails for 5 Well Volumes:16 Was Well Purged Dry?No
Number of Bails Removed:3.5 Sample Time:12:42
Groundwater Removed (gal):0.8
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Depth to Product (ft below TOC)Three Well Volumes (gal)
Total Well Depth (ft)Five Well Volumes (gal)
Well Diameter (inches)
Purging Information Information
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
high turbidity light brown.
bailed dry at roughly 3.5
bails
Laboratory Analysis Information
Depth to Water (ft below TOC)One Well Volume (gal)
GROUNDWATER SAMPLING FORM
Kwik Shop Cumberland Nate Newman
220275.4 3/14/2023
NCDEQ-Osman
Monitoring Well Information
Well Data Volume of Groundwater in Well
Well ID Water Column (ft below TOC)
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
WSW-3
11:48
12:03
No
12:04
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:6200B
Laboratory Analysis Information
Kwik Shop Cumberland
220275.4
NCDEQ-Osman
Sandy Miller
3/14/2023
Comments
Took sample from spigot connected to pump. Owner request to be notified via email next time we are sampling so
he can have the gate unlocked.
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Purge Stop Time Screen Interval
Was Well Purged Dry?Date Installled
Sample Time Well Material
WATER SUPPLY WELL SAMPLING FORM
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
WSW-7 50'
12:48
13:03
No early 2000's
13:04
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
Took sample from well spigot in pump house (low white building to the left of the house).
Geochemical Parameters
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
WSW-8
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
Owner stated that PWC had run a water line up the road and connected most folks - and then cut off well lines. No sam
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
WSW-9
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
No answer. No water from either front/rear spigots on house. No sample.
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
WSW-35
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
No answer. Tried spigot on house, no water to house. No sample
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
WSW-36
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
No answer. Took sample from spigot on house
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
SW-5
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
"No Trespassing", "Do Not Disturb Until 3 PM", and "There is nothing here worth dying for!" signs. Fence closed. No
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
SW-7
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
No answer. Fence locked. No sample.
Geochemical Parameters
Aqua Troll 600
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
SW-11
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
No answer.
Geochemical Parameters
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information
CATLIN PROJECT:SAMPLED BY:
CATLIN PROJECT # :DATE SAMPLED:
CLIENT'S NAME:
SW-19
11:05
11:20
No
11:21
Equipment Used:
Time
pH
(Standard Units)
ORP
(mV)
Specific
Cond.
(µS/cm)
Dissolved
Oxygen
(mg/L)
Temperature
(Co)
Laboratory:Con-Test Analysis:
Purge Stop Time Screen Interval
WATER SUPPLY WELL SAMPLING FORM
Kwik Shop Cumberland Sandy Miller
220275.4 3/14/2023
NCDEQ-Osman
Water Supply Well Purging Information
Water Supply Well ID Well Depth
Purge Start Time Well Diamater
6200B
Was Well Purged Dry?Date Installled
Sample Time Well Material
Comments
Sample taken from spigot on the right side of the house.
A blue well house used to be located to the left of the house back in the trees; no longer visible.
Geochemical Parameters
Turbidity and Additional
Sampling Notes
Laboratory Analysis Information

NCDEQ; 3601_Former Kwik Shop CATLIN Engineers and Scientists
CATLIN Project No. 220275 April 2023

APPENDIX D

LABORATORY ANALYTICAL REPORT AND
CHAIN OF CUSTODY DOCUMENT

39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
March 24, 2023
Ben Ashba
CATLIN Engineers & Scientists
220 Old Dairy Road
Wilmington, NC 28405
Project Location: Fayetville, NC
Client Job Number:
Project Number: 220275.4
Laboratory Work Order Number: 23C1629
Enclosed are results of analyses for samples as received by the laboratory on March 15, 2023. If you have any questions
concerning this report, please feel free to contact me.
Sincerely,
Kaitlyn A. Feliciano
Project Manager
Table of Contents
Sample Summary 3
Hits Only Report 4
Case Narrative 7
Sample Results 8
23C1629-01 8
23C1629-02 10
23C1629-03 12
23C1629-04 14
23C1629-05 16
23C1629-06 18
23C1629-07 20
23C1629-08 22
23C1629-09 24
Sample Preparation Information 26
QC Data 27
Volatile Organic Compounds by GC/MS 27
B334443 27
Flag/Qualifier Summary 31
Certifications 32
Chain of Custody/Sample Receipt 34
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
3/24/2023
CATLIN Engineers & Scientists
220 Old Dairy Road
Wilmington, NC 28405
ATTN: Ben Ashba
220275.4
23C1629
The results of analyses performed on the following samples submitted to the CON-TEST Analytical Laboratory are found in this report.
PROJECT LOCATION:
PURCHASE ORDER NUMBER:
PROJECT NUMBER:
REPORT DATE:
WORK ORDER NUMBER:
FIELD SAMPLE #LAB ID:MATRIX TESTSAMPLE DESCRIPTION SUB LAB
Fayetville, NC
230314-5
MW-1 23C1629-01 Ground Water SM21-23 6200B
MW-2D 23C1629-02 Ground Water SM21-23 6200B
MW-3 23C1629-03 Ground Water SM21-23 6200B
MW-4 23C1629-04 Ground Water SM21-23 6200B
WSW-3 23C1629-05 Ground Water SM21-23 6200B
WSW-7 23C1629-06 Ground Water SM21-23 6200B
SW-19 23C1629-07 Ground Water SM21-23 6200B
FB 23C1629-08 Ground Water SM21-23 6200B
Trip Blank 23C1629-09 Ground Water SM21-23 6200B
[TOC_1]Sample Summary[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
[TOC_1]Hits Only Report[TOC]EXECUTIVE SUMMARY
Client ID:Lab ID:23C1629-04MW-4
No Results Detected
Client ID:Lab ID:23C1629-05WSW-3
No Results Detected
Con-Test does not accept liability for the consequences of any actions taken solely on the basis of the information provided in the Executive Summary
section of this report. Users must review this report in its entirety to determine data usability and assessment.
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
EXECUTIVE SUMMARY
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-01MW-1
DL
1,2,4-Trimethylbenzene 62 1.0 g/L SM21-23 6200B0.40
1,3,5-Trimethylbenzene 40 1.0 g/L SM21-23 6200B0.30
Benzene 1.9 1.0 g/L SM21-23 6200B0.37
Chloroform 0.54 1.0 g/L SM21-23 6200BJ0.28
Ethylbenzene 130 1.0 g/L SM21-23 6200B0.44
Isopropylbenzene (Cumene)2.8 1.0 g/L SM21-23 6200B0.30
m+p Xylene 230 2.0 g/L SM21-23 6200B0.98
Naphthalene 23 1.0 g/L SM21-23 6200B0.76
n-Butylbenzene 1.4 1.0 g/L SM21-23 6200B0.30
n-Propylbenzene 5.1 1.0 g/L SM21-23 6200B0.25
o-Xylene 200 1.0 g/L SM21-23 6200B0.49
p-Isopropyltoluene (p-Cymene)0.66 1.0 g/L SM21-23 6200BJ0.25
sec-Butylbenzene 0.46 1.0 g/L SM21-23 6200BJ0.25
Styrene 1.2 1.0 g/L SM21-23 6200B0.30
Toluene 87 1.0 g/L SM21-23 6200B0.45
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-02MW-2D
DL
Benzene 2.0 0.50 g/L SM21-23 6200B0.18
Methyl tert-Butyl Ether (MTBE)1.6 0.50 g/L SM21-23 6200B0.17
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-03MW-3
DL
Acetone 3.3 50 g/L SM21-23 6200BJ2.0
Chloroform 0.50 0.50 g/L SM21-23 6200B0.14
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-06WSW-7
DL
Bromodichloromethane 0.29 0.50 g/L SM21-23 6200BJ0.16
Chloroform 1.4 0.50 g/L SM21-23 6200B0.14
Methyl tert-Butyl Ether (MTBE)0.24 0.50 g/L SM21-23 6200BJ0.17
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-07SW-19
DL
Chloroform 0.20 0.50 g/L SM21-23 6200BJ0.14
Methyl tert-Butyl Ether (MTBE)2.8 0.50 g/L SM21-23 6200B0.17
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-08FB
DL
Acetone 9.7 50 g/L SM21-23 6200BJ2.0
Chloroform 0.23 0.50 g/L SM21-23 6200BJ0.14
Toluene 0.27 0.50 g/L SM21-23 6200BJ0.22
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
23C1629-09Trip Blank
DL
Chloroform 0.38 0.50 g/L SM21-23 6200BJ0.14
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Con-Test does not accept liability for the consequences of any actions taken solely on the basis of the information provided in the Executive Summary
section of this report. Users must review this report in its entirety to determine data usability and assessment.
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limits for sample 23C1629-01 due to high concentrations of target compounds.
[TOC_1]Case Narrative[TOC]
SM21-23 6200B
Qualifications:
Laboratory fortified blank/laboratory control sample recovery and duplicate recovery are outside of control limits. Reported value for this
compound is likely to be biased on the low side.
Analyte & Samples(s) Qualified:
L-04
2,2-Dichloropropane
23C1629-01[MW-1], 23C1629-02[MW-2D], 23C1629-03[MW-3], 23C1629-04[MW-4], 23C1629-05[WSW-3], 23C1629-06[WSW-7], 23C1629-07[SW-19],
23C1629-08[FB], 23C1629-09[Trip Blank], B334443-BLK1, B334443-BS1, B334443-BSD1
Chloromethane
23C1629-01[MW-1], 23C1629-02[MW-2D], 23C1629-03[MW-3], 23C1629-04[MW-4], 23C1629-05[WSW-3], 23C1629-06[WSW-7], 23C1629-07[SW-19],
23C1629-08[FB], 23C1629-09[Trip Blank], B334443-BLK1, B334443-BS1, B334443-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits. Reduced precision is anticipated for any reported value for this
compound.
Analyte & Samples(s) Qualified:
R-05
Vinyl Acetate
23C1629-01[MW-1], 23C1629-02[MW-2D], 23C1629-03[MW-3], 23C1629-04[MW-4], 23C1629-05[WSW-3], 23C1629-06[WSW-7], 23C1629-07[SW-19],
23C1629-08[FB], 23C1629-09[Trip Blank], B334443-BLK1, B334443-BS1, B334443-BSD1
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
RL-11
23C1629-01[MW-1]
The results of analyses reported only relate to samples submitted to the Con-Test Analytical Laboratory for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Meghan E. Kelley
Reporting Specialist
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-01
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 3/14/2023 11:45
[TOC_2]23C1629-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 100 3/19/23 3:08 EEHg/L4.0 3/16/23SM21-23 6200B2Acetone
1.9 1.0 3/19/23 3:08 EEHg/L0.37 3/16/23SM21-23 6200B2Benzene
ND 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B2Bromobenzene
ND 1.0 3/19/23 3:08 EEHg/L0.57 3/16/23SM21-23 6200B2Bromochloromethane
ND 1.0 3/19/23 3:08 EEHg/L0.32 3/16/23SM21-23 6200B2Bromodichloromethane
ND 1.0 3/19/23 3:08 EEHg/L0.82 3/16/23SM21-23 6200B2Bromoform
ND 4.0 3/19/23 3:08 EEHg/L2.6 3/16/23SM21-23 6200B2Bromomethane
ND 10 3/19/23 3:08 EEHg/L3.4 3/16/23SM21-23 6200B22-Butanone (MEK)
1.4 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B2n-Butylbenzene
0.46 1.0 3/19/23 3:08 EEHg/L0.25 3/16/23SM21-23 6200B2Jsec-Butylbenzene
ND 1.0 3/19/23 3:08 EEHg/L0.28 3/16/23SM21-23 6200B2tert-Butylbenzene
ND 1.0 3/19/23 3:08 EEHg/L0.33 3/16/23SM21-23 6200B2Carbon Tetrachloride
ND 1.0 3/19/23 3:08 EEHg/L0.24 3/16/23SM21-23 6200B2Chlorobenzene
ND 100 3/19/23 3:08 EEHg/L41 3/16/23SM21-23 6200B2Ethanol
ND 1.0 3/19/23 3:08 EEHg/L0.40 3/16/23SM21-23 6200B2Chlorodibromomethane
ND 1.0 3/19/23 3:08 EEHg/L0.68 3/16/23SM21-23 6200B2Chloroethane
0.54 1.0 3/19/23 3:08 EEHg/L0.28 3/16/23SM21-23 6200B2JChloroform
ND 1.2 3/19/23 3:08 EEHg/L1.0 3/16/23SM21-23 6200B2L-04Chloromethane
ND 1.0 3/19/23 3:08 EEHg/L0.31 3/16/23SM21-23 6200B22-Chlorotoluene
ND 1.0 3/19/23 3:08 EEHg/L0.31 3/16/23SM21-23 6200B24-Chlorotoluene
ND 1.0 3/19/23 3:08 EEHg/L0.32 3/16/23SM21-23 6200B21,2-Dibromoethane (EDB)
ND 1.0 3/19/23 3:08 EEHg/L0.26 3/16/23SM21-23 6200B21,2-Dichlorobenzene
ND 1.0 3/19/23 3:08 EEHg/L0.27 3/16/23SM21-23 6200B21,3-Dichlorobenzene
ND 1.0 3/19/23 3:08 EEHg/L0.26 3/16/23SM21-23 6200B21,4-Dichlorobenzene
ND 1.0 3/19/23 3:08 EEHg/L0.32 3/16/23SM21-23 6200B2Dichlorodifluoromethane (Freon 12)
ND 1.0 3/19/23 3:08 EEHg/L0.27 3/16/23SM21-23 6200B21,1-Dichloroethane
ND 2.0 3/19/23 3:08 EEHg/L0.61 3/16/23SM21-23 6200B21,2-Dichloroethane
ND 1.0 3/19/23 3:08 EEHg/L0.28 3/16/23SM21-23 6200B21,1-Dichloroethylene
ND 1.0 3/19/23 3:08 EEHg/L0.28 3/16/23SM21-23 6200B2cis-1,2-Dichloroethylene
ND 1.0 3/19/23 3:08 EEHg/L0.34 3/16/23SM21-23 6200B2trans-1,2-Dichloroethylene
ND 1.0 3/19/23 3:08 EEHg/L0.39 3/16/23SM21-23 6200B21,2-Dichloropropane
ND 1.0 3/19/23 3:08 EEHg/L0.23 3/16/23SM21-23 6200B21,3-Dichloropropane
ND 1.0 3/19/23 3:08 EEHg/L0.70 3/16/23SM21-23 6200B2L-042,2-Dichloropropane
ND 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B21,1-Dichloropropene
ND 1.0 3/19/23 3:08 EEHg/L0.33 3/16/23SM21-23 6200B2cis-1,3-Dichloropropene
ND 1.0 3/19/23 3:08 EEHg/L0.28 3/16/23SM21-23 6200B2trans-1,3-Dichloropropene
ND 1.0 3/19/23 3:08 EEHg/L0.40 3/16/23SM21-23 6200B2Diisopropyl Ether (DIPE)
130 1.0 3/19/23 3:08 EEHg/L0.44 3/16/23SM21-23 6200B2Ethylbenzene
ND 10 3/19/23 3:08 EEHg/L2.4 3/16/23SM21-23 6200B22-Hexanone (MBK)
2.8 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B2Isopropylbenzene (Cumene)
0.66 1.0 3/19/23 3:08 EEHg/L0.25 3/16/23SM21-23 6200B2Jp-Isopropyltoluene (p-Cymene)
ND 1.0 3/19/23 3:08 EEHg/L0.34 3/16/23SM21-23 6200B2Methyl tert-Butyl Ether (MTBE)
ND 10 3/19/23 3:08 EEHg/L0.35 3/16/23SM21-23 6200B2Methylene Chloride
ND 10 3/19/23 3:08 EEHg/L2.6 3/16/23SM21-23 6200B24-Methyl-2-pentanone (MIBK)
[TOC_1]Sample Results[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-01
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 3/14/2023 11:45
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
23 1.0 3/19/23 3:08 EEHg/L0.76 3/16/23SM21-23 6200B2Naphthalene
5.1 1.0 3/19/23 3:08 EEHg/L0.25 3/16/23SM21-23 6200B2n-Propylbenzene
1.2 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B2Styrene
ND 1.0 3/19/23 3:08 EEHg/L0.27 3/16/23SM21-23 6200B21,1,2,2-Tetrachloroethane
ND 1.0 3/19/23 3:08 EEHg/L0.34 3/16/23SM21-23 6200B2Tetrachloroethylene
87 1.0 3/19/23 3:08 EEHg/L0.45 3/16/23SM21-23 6200B2Toluene
ND 2.0 3/19/23 3:08 EEHg/L0.68 3/16/23SM21-23 6200B21,2,3-Trichlorobenzene
ND 1.0 3/19/23 3:08 EEHg/L0.60 3/16/23SM21-23 6200B21,2,4-Trichlorobenzene
ND 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B21,1,1-Trichloroethane
ND 1.0 3/19/23 3:08 EEHg/L0.38 3/16/23SM21-23 6200B21,1,2-Trichloroethane
ND 1.0 3/19/23 3:08 EEHg/L0.35 3/16/23SM21-23 6200B2Trichloroethylene
ND 1.0 3/19/23 3:08 EEHg/L0.31 3/16/23SM21-23 6200B2Trichlorofluoromethane (Freon 11)
ND 1.0 3/19/23 3:08 EEHg/L0.55 3/16/23SM21-23 6200B21,2,3-Trichloropropane
62 1.0 3/19/23 3:08 EEHg/L0.40 3/16/23SM21-23 6200B21,2,4-Trimethylbenzene
40 1.0 3/19/23 3:08 EEHg/L0.30 3/16/23SM21-23 6200B21,3,5-Trimethylbenzene
ND 40 3/19/23 3:08 EEHg/L3.3 3/16/23SM21-23 6200B2R-05Vinyl Acetate
ND 1.0 3/19/23 3:08 EEHg/L0.47 3/16/23SM21-23 6200B2Vinyl Chloride
230 2.0 3/19/23 3:08 EEHg/L0.98 3/16/23SM21-23 6200B2m+p Xylene
200 1.0 3/19/23 3:08 EEHg/L0.49 3/16/23SM21-23 6200B2o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 101 3/19/23 3:0870-130
Toluene-d8 101 3/19/23 3:0870-130
4-Bromofluorobenzene 101 3/19/23 3:0870-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-02
Field Sample #: MW-2D
Sample Matrix: Ground Water
Sampled: 3/14/2023 11:20
[TOC_2]23C1629-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/19/23 1:17 EEHg/L2.0 3/16/23SM21-23 6200B1Acetone
2.0 0.50 3/19/23 1:17 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/19/23 1:17 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/19/23 1:17 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/19/23 1:17 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/19/23 1:17 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/19/23 1:17 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/19/23 1:17 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/19/23 1:17 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/19/23 1:17 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/19/23 1:17 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/19/23 1:17 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/19/23 1:17 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B1Chloroform
ND 0.60 3/19/23 1:17 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/19/23 1:17 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/19/23 1:17 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/19/23 1:17 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/19/23 1:17 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/19/23 1:17 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/19/23 1:17 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/19/23 1:17 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/19/23 1:17 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/19/23 1:17 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/19/23 1:17 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/19/23 1:17 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/19/23 1:17 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/19/23 1:17 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/19/23 1:17 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
1.6 0.50 3/19/23 1:17 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/19/23 1:17 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/19/23 1:17 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-02
Field Sample #: MW-2D
Sample Matrix: Ground Water
Sampled: 3/14/2023 11:20
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/19/23 1:17 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/19/23 1:17 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/19/23 1:17 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/19/23 1:17 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/19/23 1:17 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/19/23 1:17 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/19/23 1:17 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/19/23 1:17 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/19/23 1:17 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/19/23 1:17 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/19/23 1:17 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/19/23 1:17 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/19/23 1:17 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/19/23 1:17 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/19/23 1:17 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/19/23 1:17 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.6 3/19/23 1:1770-130
Toluene-d8 100 3/19/23 1:1770-130
4-Bromofluorobenzene 100 3/19/23 1:1770-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-03
Field Sample #: MW-3
Sample Matrix: Ground Water
Sampled: 3/14/2023 12:13
[TOC_2]23C1629-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
3.3 50 3/19/23 2:40 EEHg/L2.0 3/16/23SM21-23 6200B1JAcetone
ND 0.50 3/19/23 2:40 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/19/23 2:40 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/19/23 2:40 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/19/23 2:40 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/19/23 2:40 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/19/23 2:40 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/19/23 2:40 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/19/23 2:40 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/19/23 2:40 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/19/23 2:40 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/19/23 2:40 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/19/23 2:40 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
0.50 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B1Chloroform
ND 0.60 3/19/23 2:40 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/19/23 2:40 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/19/23 2:40 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/19/23 2:40 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/19/23 2:40 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/19/23 2:40 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/19/23 2:40 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/19/23 2:40 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/19/23 2:40 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/19/23 2:40 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/19/23 2:40 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/19/23 2:40 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/19/23 2:40 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/19/23 2:40 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/19/23 2:40 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/19/23 2:40 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/19/23 2:40 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/19/23 2:40 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-03
Field Sample #: MW-3
Sample Matrix: Ground Water
Sampled: 3/14/2023 12:13
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/19/23 2:40 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/19/23 2:40 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/19/23 2:40 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/19/23 2:40 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/19/23 2:40 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/19/23 2:40 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/19/23 2:40 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/19/23 2:40 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/19/23 2:40 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/19/23 2:40 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/19/23 2:40 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/19/23 2:40 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/19/23 2:40 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/19/23 2:40 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/19/23 2:40 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/19/23 2:40 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 101 3/19/23 2:4070-130
Toluene-d8 101 3/19/23 2:4070-130
4-Bromofluorobenzene 100 3/19/23 2:4070-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-04
Field Sample #: MW-4
Sample Matrix: Ground Water
Sampled: 3/14/2023 12:42
[TOC_2]23C1629-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/19/23 1:45 EEHg/L2.0 3/16/23SM21-23 6200B1Acetone
ND 0.50 3/19/23 1:45 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/19/23 1:45 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/19/23 1:45 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/19/23 1:45 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/19/23 1:45 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/19/23 1:45 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/19/23 1:45 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/19/23 1:45 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/19/23 1:45 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/19/23 1:45 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/19/23 1:45 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/19/23 1:45 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B1Chloroform
ND 0.60 3/19/23 1:45 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/19/23 1:45 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/19/23 1:45 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/19/23 1:45 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/19/23 1:45 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/19/23 1:45 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/19/23 1:45 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/19/23 1:45 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/19/23 1:45 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/19/23 1:45 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/19/23 1:45 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/19/23 1:45 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/19/23 1:45 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/19/23 1:45 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/19/23 1:45 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/19/23 1:45 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/19/23 1:45 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/19/23 1:45 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-04
Field Sample #: MW-4
Sample Matrix: Ground Water
Sampled: 3/14/2023 12:42
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/19/23 1:45 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/19/23 1:45 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/19/23 1:45 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/19/23 1:45 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/19/23 1:45 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/19/23 1:45 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/19/23 1:45 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/19/23 1:45 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/19/23 1:45 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/19/23 1:45 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/19/23 1:45 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/19/23 1:45 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/19/23 1:45 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/19/23 1:45 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/19/23 1:45 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/19/23 1:45 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 100 3/19/23 1:4570-130
Toluene-d8 100 3/19/23 1:4570-130
4-Bromofluorobenzene 101 3/19/23 1:4570-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-05
Field Sample #: WSW-3
Sample Matrix: Ground Water
Sampled: 3/14/2023 12:04
[TOC_2]23C1629-05[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/18/23 23:54 EEHg/L2.0 3/16/23SM21-23 6200B1Acetone
ND 0.50 3/18/23 23:54 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/18/23 23:54 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/18/23 23:54 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/18/23 23:54 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/18/23 23:54 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/18/23 23:54 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/18/23 23:54 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/18/23 23:54 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/18/23 23:54 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/18/23 23:54 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/18/23 23:54 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/18/23 23:54 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B1Chloroform
ND 0.60 3/18/23 23:54 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/18/23 23:54 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/18/23 23:54 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/18/23 23:54 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/18/23 23:54 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/18/23 23:54 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/18/23 23:54 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/18/23 23:54 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/18/23 23:54 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/18/23 23:54 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/18/23 23:54 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/18/23 23:54 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/18/23 23:54 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/18/23 23:54 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/18/23 23:54 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/18/23 23:54 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/18/23 23:54 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/18/23 23:54 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-05
Field Sample #: WSW-3
Sample Matrix: Ground Water
Sampled: 3/14/2023 12:04
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/18/23 23:54 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/18/23 23:54 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/18/23 23:54 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/18/23 23:54 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/18/23 23:54 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/18/23 23:54 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/18/23 23:54 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/18/23 23:54 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/18/23 23:54 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/18/23 23:54 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/18/23 23:54 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/18/23 23:54 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/18/23 23:54 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/18/23 23:54 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/18/23 23:54 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/18/23 23:54 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.2 3/18/23 23:5470-130
Toluene-d8 100 3/18/23 23:5470-130
4-Bromofluorobenzene 99.6 3/18/23 23:5470-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-06
Field Sample #: WSW-7
Sample Matrix: Ground Water
Sampled: 3/14/2023 13:04
[TOC_2]23C1629-06[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/19/23 0:21 EEHg/L2.0 3/16/23SM21-23 6200B1Acetone
ND 0.50 3/19/23 0:21 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/19/23 0:21 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
0.29 0.50 3/19/23 0:21 EEHg/L0.16 3/16/23SM21-23 6200B1JBromodichloromethane
ND 0.50 3/19/23 0:21 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/19/23 0:21 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/19/23 0:21 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/19/23 0:21 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/19/23 0:21 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/19/23 0:21 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/19/23 0:21 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/19/23 0:21 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/19/23 0:21 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
1.4 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B1Chloroform
ND 0.60 3/19/23 0:21 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/19/23 0:21 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/19/23 0:21 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/19/23 0:21 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/19/23 0:21 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/19/23 0:21 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/19/23 0:21 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/19/23 0:21 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/19/23 0:21 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/19/23 0:21 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/19/23 0:21 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/19/23 0:21 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/19/23 0:21 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/19/23 0:21 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/19/23 0:21 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
0.24 0.50 3/19/23 0:21 EEHg/L0.17 3/16/23SM21-23 6200B1JMethyl tert-Butyl Ether (MTBE)
ND 5.0 3/19/23 0:21 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/19/23 0:21 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-06
Field Sample #: WSW-7
Sample Matrix: Ground Water
Sampled: 3/14/2023 13:04
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/19/23 0:21 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/19/23 0:21 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/19/23 0:21 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/19/23 0:21 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/19/23 0:21 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/19/23 0:21 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/19/23 0:21 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/19/23 0:21 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/19/23 0:21 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/19/23 0:21 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/19/23 0:21 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/19/23 0:21 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/19/23 0:21 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/19/23 0:21 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/19/23 0:21 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/19/23 0:21 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.5 3/19/23 0:2170-130
Toluene-d8 99.2 3/19/23 0:2170-130
4-Bromofluorobenzene 99.5 3/19/23 0:2170-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-07
Field Sample #: SW-19
Sample Matrix: Ground Water
Sampled: 3/14/2023 11:21
[TOC_2]23C1629-07[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/19/23 2:12 EEHg/L2.0 3/16/23SM21-23 6200B1Acetone
ND 0.50 3/19/23 2:12 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/19/23 2:12 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/19/23 2:12 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/19/23 2:12 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/19/23 2:12 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/19/23 2:12 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/19/23 2:12 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/19/23 2:12 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/19/23 2:12 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/19/23 2:12 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/19/23 2:12 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/19/23 2:12 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
0.20 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B1JChloroform
ND 0.60 3/19/23 2:12 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/19/23 2:12 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/19/23 2:12 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/19/23 2:12 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/19/23 2:12 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/19/23 2:12 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/19/23 2:12 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/19/23 2:12 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/19/23 2:12 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/19/23 2:12 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/19/23 2:12 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/19/23 2:12 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/19/23 2:12 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/19/23 2:12 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/19/23 2:12 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
2.8 0.50 3/19/23 2:12 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/19/23 2:12 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/19/23 2:12 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-07
Field Sample #: SW-19
Sample Matrix: Ground Water
Sampled: 3/14/2023 11:21
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/19/23 2:12 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/19/23 2:12 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/19/23 2:12 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/19/23 2:12 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/19/23 2:12 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/19/23 2:12 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/19/23 2:12 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/19/23 2:12 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/19/23 2:12 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/19/23 2:12 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/19/23 2:12 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/19/23 2:12 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/19/23 2:12 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/19/23 2:12 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/19/23 2:12 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/19/23 2:12 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.5 3/19/23 2:1270-130
Toluene-d8 101 3/19/23 2:1270-130
4-Bromofluorobenzene 100 3/19/23 2:1270-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-08
Field Sample #: FB
Sample Matrix: Ground Water
Sampled: 3/14/2023 13:22
[TOC_2]23C1629-08[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
9.7 50 3/18/23 22:58 EEHg/L2.0 3/16/23SM21-23 6200B1JAcetone
ND 0.50 3/18/23 22:58 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/18/23 22:58 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/18/23 22:58 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/18/23 22:58 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/18/23 22:58 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/18/23 22:58 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/18/23 22:58 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/18/23 22:58 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/18/23 22:58 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/18/23 22:58 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/18/23 22:58 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/18/23 22:58 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
0.23 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B1JChloroform
ND 0.60 3/18/23 22:58 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/18/23 22:58 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/18/23 22:58 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/18/23 22:58 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/18/23 22:58 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/18/23 22:58 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/18/23 22:58 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/18/23 22:58 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/18/23 22:58 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/18/23 22:58 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/18/23 22:58 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/18/23 22:58 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/18/23 22:58 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/18/23 22:58 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/18/23 22:58 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/18/23 22:58 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/18/23 22:58 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/18/23 22:58 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-08
Field Sample #: FB
Sample Matrix: Ground Water
Sampled: 3/14/2023 13:22
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/18/23 22:58 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/18/23 22:58 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/18/23 22:58 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/18/23 22:58 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
0.27 0.50 3/18/23 22:58 EEHg/L0.22 3/16/23SM21-23 6200B1JToluene
ND 1.0 3/18/23 22:58 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/18/23 22:58 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/18/23 22:58 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/18/23 22:58 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/18/23 22:58 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/18/23 22:58 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/18/23 22:58 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/18/23 22:58 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/18/23 22:58 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/18/23 22:58 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/18/23 22:58 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 101 3/18/23 22:5870-130
Toluene-d8 100 3/18/23 22:5870-130
4-Bromofluorobenzene 99.8 3/18/23 22:5870-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-09
Field Sample #: Trip Blank
Sample Matrix: Ground Water
Sampled: 3/14/2023 00:00
[TOC_2]23C1629-09[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 3/18/23 23:26 EEHg/L2.0 3/16/23SM21-23 6200B1Acetone
ND 0.50 3/18/23 23:26 EEHg/L0.18 3/16/23SM21-23 6200B1Benzene
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B1Bromobenzene
ND 0.50 3/18/23 23:26 EEHg/L0.28 3/16/23SM21-23 6200B1Bromochloromethane
ND 0.50 3/18/23 23:26 EEHg/L0.16 3/16/23SM21-23 6200B1Bromodichloromethane
ND 0.50 3/18/23 23:26 EEHg/L0.41 3/16/23SM21-23 6200B1Bromoform
ND 2.0 3/18/23 23:26 EEHg/L1.3 3/16/23SM21-23 6200B1Bromomethane
ND 5.0 3/18/23 23:26 EEHg/L1.7 3/16/23SM21-23 6200B12-Butanone (MEK)
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B1n-Butylbenzene
ND 0.50 3/18/23 23:26 EEHg/L0.13 3/16/23SM21-23 6200B1sec-Butylbenzene
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B1tert-Butylbenzene
ND 0.50 3/18/23 23:26 EEHg/L0.16 3/16/23SM21-23 6200B1Carbon Tetrachloride
ND 0.50 3/18/23 23:26 EEHg/L0.12 3/16/23SM21-23 6200B1Chlorobenzene
ND 50 3/18/23 23:26 EEHg/L20 3/16/23SM21-23 6200B1Ethanol
ND 0.50 3/18/23 23:26 EEHg/L0.20 3/16/23SM21-23 6200B1Chlorodibromomethane
ND 0.50 3/18/23 23:26 EEHg/L0.34 3/16/23SM21-23 6200B1Chloroethane
0.38 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B1JChloroform
ND 0.60 3/18/23 23:26 EEHg/L0.50 3/16/23SM21-23 6200B1L-04Chloromethane
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B12-Chlorotoluene
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B14-Chlorotoluene
ND 0.50 3/18/23 23:26 EEHg/L0.16 3/16/23SM21-23 6200B11,2-Dibromoethane (EDB)
ND 0.50 3/18/23 23:26 EEHg/L0.13 3/16/23SM21-23 6200B11,2-Dichlorobenzene
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B11,3-Dichlorobenzene
ND 0.50 3/18/23 23:26 EEHg/L0.13 3/16/23SM21-23 6200B11,4-Dichlorobenzene
ND 0.50 3/18/23 23:26 EEHg/L0.16 3/16/23SM21-23 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethane
ND 1.0 3/18/23 23:26 EEHg/L0.30 3/16/23SM21-23 6200B11,2-Dichloroethane
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B11,1-Dichloroethylene
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B1cis-1,2-Dichloroethylene
ND 0.50 3/18/23 23:26 EEHg/L0.17 3/16/23SM21-23 6200B1trans-1,2-Dichloroethylene
ND 0.50 3/18/23 23:26 EEHg/L0.19 3/16/23SM21-23 6200B11,2-Dichloropropane
ND 0.50 3/18/23 23:26 EEHg/L0.12 3/16/23SM21-23 6200B11,3-Dichloropropane
ND 0.50 3/18/23 23:26 EEHg/L0.35 3/16/23SM21-23 6200B1L-042,2-Dichloropropane
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B11,1-Dichloropropene
ND 0.50 3/18/23 23:26 EEHg/L0.16 3/16/23SM21-23 6200B1cis-1,3-Dichloropropene
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B1trans-1,3-Dichloropropene
ND 0.50 3/18/23 23:26 EEHg/L0.20 3/16/23SM21-23 6200B1Diisopropyl Ether (DIPE)
ND 0.50 3/18/23 23:26 EEHg/L0.22 3/16/23SM21-23 6200B1Ethylbenzene
ND 5.0 3/18/23 23:26 EEHg/L1.2 3/16/23SM21-23 6200B12-Hexanone (MBK)
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B1Isopropylbenzene (Cumene)
ND 0.50 3/18/23 23:26 EEHg/L0.13 3/16/23SM21-23 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 3/18/23 23:26 EEHg/L0.17 3/16/23SM21-23 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 3/18/23 23:26 EEHg/L0.18 3/16/23SM21-23 6200B1Methylene Chloride
ND 5.0 3/18/23 23:26 EEHg/L1.3 3/16/23SM21-23 6200B14-Methyl-2-pentanone (MIBK)
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 3/15/2023
Work Order: 23C1629Sample Description:Project Location: Fayetville, NC
Sample ID: 23C1629-09
Field Sample #: Trip Blank
Sample Matrix: Ground Water
Sampled: 3/14/2023 00:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 0.50 3/18/23 23:26 EEHg/L0.38 3/16/23SM21-23 6200B1Naphthalene
ND 0.50 3/18/23 23:26 EEHg/L0.12 3/16/23SM21-23 6200B1n-Propylbenzene
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B1Styrene
ND 0.50 3/18/23 23:26 EEHg/L0.14 3/16/23SM21-23 6200B11,1,2,2-Tetrachloroethane
ND 0.50 3/18/23 23:26 EEHg/L0.17 3/16/23SM21-23 6200B1Tetrachloroethylene
ND 0.50 3/18/23 23:26 EEHg/L0.22 3/16/23SM21-23 6200B1Toluene
ND 1.0 3/18/23 23:26 EEHg/L0.34 3/16/23SM21-23 6200B11,2,3-Trichlorobenzene
ND 0.50 3/18/23 23:26 EEHg/L0.30 3/16/23SM21-23 6200B11,2,4-Trichlorobenzene
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B11,1,1-Trichloroethane
ND 0.50 3/18/23 23:26 EEHg/L0.19 3/16/23SM21-23 6200B11,1,2-Trichloroethane
ND 0.50 3/18/23 23:26 EEHg/L0.17 3/16/23SM21-23 6200B1Trichloroethylene
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 3/18/23 23:26 EEHg/L0.28 3/16/23SM21-23 6200B11,2,3-Trichloropropane
ND 0.50 3/18/23 23:26 EEHg/L0.20 3/16/23SM21-23 6200B11,2,4-Trimethylbenzene
ND 0.50 3/18/23 23:26 EEHg/L0.15 3/16/23SM21-23 6200B11,3,5-Trimethylbenzene
ND 20 3/18/23 23:26 EEHg/L1.7 3/16/23SM21-23 6200B1R-05Vinyl Acetate
ND 0.50 3/18/23 23:26 EEHg/L0.24 3/16/23SM21-23 6200B1Vinyl Chloride
ND 1.0 3/18/23 23:26 EEHg/L0.49 3/16/23SM21-23 6200B1m+p Xylene
ND 0.50 3/18/23 23:26 EEHg/L0.24 3/16/23SM21-23 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 97.8 3/18/23 23:2670-130
Toluene-d8 101 3/18/23 23:2670-130
4-Bromofluorobenzene 98.5 3/18/23 23:2670-130
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
Prep Method: SW-846 5030B-SM21-23 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B334443 03/16/232.5 5.0023C1629-01 [MW-1]
B334443 03/16/235 5.0023C1629-02 [MW-2D]
B334443 03/16/235 5.0023C1629-03 [MW-3]
B334443 03/16/235 5.0023C1629-04 [MW-4]
B334443 03/16/235 5.0023C1629-05 [WSW-3]
B334443 03/16/235 5.0023C1629-06 [WSW-7]
B334443 03/16/235 5.0023C1629-07 [SW-19]
B334443 03/16/235 5.0023C1629-08 [FB]
B334443 03/16/235 5.0023C1629-09 [Trip Blank]
[TOC_1]Sample Preparation Information[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
[TOC_2]Volatile Organic Compounds by GC/MS[TOC]
Batch B334443 - SW-846 5030B
[TOC_3]B334443[TOC]
Blank (B334443-BLK1) Prepared: 03/17/23 Analyzed: 03/18/23
Acetone g/L50ND
Benzene g/L0.50ND
Bromobenzene g/L0.50ND
Bromochloromethane g/L0.50ND
Bromodichloromethane g/L0.50ND
Bromoform g/L0.50ND
Bromomethane g/L2.0ND
2-Butanone (MEK)g/L5.0ND
n-Butylbenzene g/L0.50ND
sec-Butylbenzene g/L0.50ND
tert-Butylbenzene g/L0.50ND
Carbon Tetrachloride g/L0.50ND
Chlorobenzene g/L0.50ND
Ethanol g/L50ND
Chlorodibromomethane g/L0.50ND
Chloroethane g/L0.50ND
Chloroform g/L0.50ND
Chloromethane g/L0.60 L-04ND
2-Chlorotoluene g/L0.50ND
4-Chlorotoluene g/L0.50ND
1,2-Dibromoethane (EDB)g/L0.50ND
1,2-Dichlorobenzene g/L0.50ND
1,3-Dichlorobenzene g/L0.50ND
1,4-Dichlorobenzene g/L0.50ND
Dichlorodifluoromethane (Freon 12)g/L0.50ND
1,1-Dichloroethane g/L0.50ND
1,2-Dichloroethane g/L0.50ND
1,1-Dichloroethylene g/L0.50ND
cis-1,2-Dichloroethylene g/L0.50ND
trans-1,2-Dichloroethylene g/L0.50ND
1,2-Dichloropropane g/L0.50ND
1,3-Dichloropropane g/L0.50ND
2,2-Dichloropropane g/L0.50 L-04ND
1,1-Dichloropropene g/L0.50ND
cis-1,3-Dichloropropene g/L0.50ND
trans-1,3-Dichloropropene g/L0.50ND
Diisopropyl Ether (DIPE)g/L0.50ND
Ethylbenzene g/L0.50ND
2-Hexanone (MBK)g/L5.0ND
Isopropylbenzene (Cumene)g/L0.50ND
p-Isopropyltoluene (p-Cymene)g/L0.50ND
Methyl tert-Butyl Ether (MTBE)g/L0.50ND
Methylene Chloride g/L5.0ND
4-Methyl-2-pentanone (MIBK)g/L5.0ND
Naphthalene g/L0.50ND
n-Propylbenzene g/L0.50ND
Styrene g/L0.50ND
1,1,2,2-Tetrachloroethane g/L0.50ND
Tetrachloroethylene g/L0.50ND
Toluene g/L0.50ND
1,2,3-Trichlorobenzene g/L1.0ND
1,2,4-Trichlorobenzene g/L0.50ND
[TOC_1]QC Data[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B334443 - SW-846 5030B
Blank (B334443-BLK1) Prepared: 03/17/23 Analyzed: 03/18/23
1,1,1-Trichloroethane g/L0.50ND
1,1,2-Trichloroethane g/L0.50ND
Trichloroethylene g/L0.50ND
Trichlorofluoromethane (Freon 11)g/L0.50ND
1,2,3-Trichloropropane g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
1,3,5-Trimethylbenzene g/L0.50ND
Vinyl Acetate g/L20 R-05ND
Vinyl Chloride g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10025.1
g/L 25.0 70-130Surrogate: Toluene-d8 10125.3
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10125.2
LCS (B334443-BS1) Prepared: 03/17/23 Analyzed: 03/18/23
Acetone g/L50 100 70-130100100
Benzene g/L0.50 10.0 70-13093.29.32
Bromobenzene g/L0.50 10.0 70-13098.29.82
Bromochloromethane g/L0.50 10.0 70-13010710.7
Bromodichloromethane g/L0.50 10.0 70-13010010.0
Bromoform g/L0.50 10.0 70-13099.39.93
Bromomethane g/L2.0 10.0 60-14070.37.03
2-Butanone (MEK)g/L5.0 100 70-130105105
n-Butylbenzene g/L0.50 10.0 70-13090.59.05
sec-Butylbenzene g/L0.50 10.0 70-13094.99.49
tert-Butylbenzene g/L0.50 10.0 70-13096.89.68
Carbon Tetrachloride g/L0.50 10.0 70-13099.39.93
Chlorobenzene g/L0.50 10.0 70-13097.89.78
Ethanol g/L50 100 70-130125125
Chlorodibromomethane g/L0.50 10.0 70-13010110.1
Chloroethane g/L0.50 10.0 60-14011011.0
Chloroform g/L0.50 10.0 70-13095.29.52
Chloromethane g/L0.60 10.0 L-0460-14045.4 *4.54
2-Chlorotoluene g/L0.50 10.0 70-13088.78.87
4-Chlorotoluene g/L0.50 10.0 70-13095.09.50
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13099.99.99
1,2-Dichlorobenzene g/L0.50 10.0 70-13095.09.50
1,3-Dichlorobenzene g/L0.50 10.0 70-13093.89.38
1,4-Dichlorobenzene g/L0.50 10.0 70-13091.39.13
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14094.49.44
1,1-Dichloroethane g/L0.50 10.0 70-13096.99.69
1,2-Dichloroethane g/L0.50 10.0 70-13092.19.21
1,1-Dichloroethylene g/L0.50 10.0 70-13010810.8
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13099.29.92
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13094.59.45
1,2-Dichloropropane g/L0.50 10.0 70-13095.09.50
1,3-Dichloropropane g/L0.50 10.0 70-13096.79.67
2,2-Dichloropropane g/L0.50 10.0 L-0470-13052.4 *5.24
1,1-Dichloropropene g/L0.50 10.0 70-13094.89.48
cis-1,3-Dichloropropene g/L0.50 10.0 70-13089.48.94
trans-1,3-Dichloropropene g/L0.50 10.0 70-13087.68.76
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B334443 - SW-846 5030B
LCS (B334443-BS1) Prepared: 03/17/23 Analyzed: 03/18/23
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13010510.5
Ethylbenzene g/L0.50 10.0 70-13099.09.90
2-Hexanone (MBK)g/L5.0 100 70-130102102
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13097.39.73
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13091.69.16
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13096.19.61
Methylene Chloride g/L5.0 10.0 70-13010610.6
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-130103103
Naphthalene g/L0.50 10.0 70-13099.39.93
n-Propylbenzene g/L0.50 10.0 70-13096.69.66
Styrene g/L0.50 10.0 70-13010010.0
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13094.29.42
Tetrachloroethylene g/L0.50 10.0 70-13094.29.42
Toluene g/L0.50 10.0 70-13096.59.65
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13099.29.92
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13091.49.14
1,1,1-Trichloroethane g/L0.50 10.0 70-13098.39.83
1,1,2-Trichloroethane g/L0.50 10.0 70-13096.99.69
Trichloroethylene g/L0.50 10.0 70-13010210.2
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13010610.6
1,2,3-Trichloropropane g/L0.50 10.0 70-13097.39.73
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13093.59.35
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13096.09.60
Vinyl Acetate g/L20 100 R-0570-13077.477.4
Vinyl Chloride g/L0.50 10.0 60-14012212.2
m+p Xylene g/L1.0 20.0 70-13099.419.9
o-Xylene g/L0.50 10.0 70-13010110.1
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10125.2
g/L 25.0 70-130Surrogate: Toluene-d8 10125.4
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10225.6
LCS Dup (B334443-BSD1) Prepared: 03/17/23 Analyzed: 03/18/23
Acetone g/L50 100 2570-13096.9 3.3096.9
Benzene g/L0.50 10.0 2570-13097.0 4.009.70
Bromobenzene g/L0.50 10.0 2570-13098.8 0.6099.88
Bromochloromethane g/L0.50 10.0 2570-130110 2.8511.0
Bromodichloromethane g/L0.50 10.0 2570-13097.5 3.039.75
Bromoform g/L0.50 10.0 2570-13096.6 2.769.66
Bromomethane g/L2.0 10.0 2560-14084.0 17.88.40
2-Butanone (MEK)g/L5.0 100 2570-13095.1 9.9795.1
n-Butylbenzene g/L0.50 10.0 2570-13093.2 2.949.32
sec-Butylbenzene g/L0.50 10.0 2570-13097.7 2.919.77
tert-Butylbenzene g/L0.50 10.0 2570-13098.0 1.239.80
Carbon Tetrachloride g/L0.50 10.0 2570-130104 4.8210.4
Chlorobenzene g/L0.50 10.0 2570-13099.6 1.829.96
Ethanol g/L50 100 2570-130114 9.20114
Chlorodibromomethane g/L0.50 10.0 2570-13099.3 1.309.93
Chloroethane g/L0.50 10.0 2560-140110 0.72711.0
Chloroform g/L0.50 10.0 2570-130102 6.4110.2
Chloromethane g/L0.60 10.0 25 L-0460-14052.9 15.3*5.29
2-Chlorotoluene g/L0.50 10.0 2570-13089.5 0.8988.95
4-Chlorotoluene g/L0.50 10.0 2570-13096.6 1.679.66
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B334443 - SW-846 5030B
LCS Dup (B334443-BSD1) Prepared: 03/17/23 Analyzed: 03/18/23
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-13099.2 0.7039.92
1,2-Dichlorobenzene g/L0.50 10.0 2570-13095.8 0.8399.58
1,3-Dichlorobenzene g/L0.50 10.0 2570-13096.0 2.329.60
1,4-Dichlorobenzene g/L0.50 10.0 2570-13093.8 2.709.38
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-140100 6.1610.0
1,1-Dichloroethane g/L0.50 10.0 2570-130103 6.1010.3
1,2-Dichloroethane g/L0.50 10.0 2570-13093.3 1.299.33
1,1-Dichloroethylene g/L0.50 10.0 2570-130114 4.6911.4
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-130103 3.3710.3
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-130102 7.9310.2
1,2-Dichloropropane g/L0.50 10.0 2570-13096.7 1.779.67
1,3-Dichloropropane g/L0.50 10.0 2570-13098.5 1.849.85
2,2-Dichloropropane g/L0.50 10.0 25 L-0470-13053.3 1.70*5.33
1,1-Dichloropropene g/L0.50 10.0 2570-130102 6.8310.2
cis-1,3-Dichloropropene g/L0.50 10.0 2570-13091.5 2.329.15
trans-1,3-Dichloropropene g/L0.50 10.0 2570-13087.1 0.5728.71
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-130104 0.95510.4
Ethylbenzene g/L0.50 10.0 2570-13099.8 0.8059.98
2-Hexanone (MBK)g/L5.0 100 2570-13097.7 4.2897.7
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-13097.8 0.5139.78
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-13094.8 3.439.48
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-13097.6 1.559.76
Methylene Chloride g/L5.0 10.0 2570-130109 2.2310.9
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-13097.5 5.3397.5
Naphthalene g/L0.50 10.0 2570-13093.4 6.129.34
n-Propylbenzene g/L0.50 10.0 2570-13098.8 2.259.88
Styrene g/L0.50 10.0 2570-130102 2.2710.2
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-13098.2 4.169.82
Tetrachloroethylene g/L0.50 10.0 2570-13097.5 3.449.75
Toluene g/L0.50 10.0 2570-13099.0 2.569.90
1,2,3-Trichlorobenzene g/L1.0 10.0 2570-13093.7 5.709.37
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-13090.7 0.7699.07
1,1,1-Trichloroethane g/L0.50 10.0 2570-130103 4.2810.3
1,1,2-Trichloroethane g/L0.50 10.0 2570-13098.9 2.049.89
Trichloroethylene g/L0.50 10.0 2570-13097.3 4.919.73
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130111 4.5211.1
1,2,3-Trichloropropane g/L0.50 10.0 2570-13094.6 2.819.46
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-13096.4 3.059.64
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-13097.5 1.559.75
Vinyl Acetate g/L20 100 25 R-0570-130104 29.0 *104
Vinyl Chloride g/L0.50 10.0 2560-140129 5.1912.9
m+p Xylene g/L1.0 20.0 2570-130101 1.2020.1
o-Xylene g/L0.50 10.0 2570-130101 0.0010.1
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10125.2
g/L 25.0 70-130Surrogate: Toluene-d8 10125.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 10125.3
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
*QC result is outside of established limits.
Wide recovery limits established for difficult compound.
Wide RPD limits established for difficult compound.
#Data exceeded client recommended or regulatory level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
FLAG/QUALIFIER SUMMARY
Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated
concentration (CLP J-Flag).
J
Laboratory fortified blank/laboratory control sample recovery and duplicate recovery are outside of control limits.
Reported value for this compound is likely to be biased on the low side.
L-04
Laboratory fortified blank duplicate RPD is outside of control limits. Reduced precision is anticipated for any
reported value for this compound.
R-05
Elevated reporting limit due to high concentration of target compounds.RL-11
[TOC_1]Flag/Qualifier Summary[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-23 6200B in Water
NCAcetone
NCBenzene
NCBromobenzene
NCBromochloromethane
NCBromodichloromethane
NCBromoform
NCBromomethane
NC2-Butanone (MEK)
NCn-Butylbenzene
NCsec-Butylbenzene
NCtert-Butylbenzene
NCCarbon Tetrachloride
NCChlorobenzene
NCEthanol
NCChlorodibromomethane
NCChloroethane
NCChloroform
NCChloromethane
NC2-Chlorotoluene
NC4-Chlorotoluene
NC1,2-Dibromoethane (EDB)
NC1,2-Dichlorobenzene
NC1,3-Dichlorobenzene
NC1,4-Dichlorobenzene
NCDichlorodifluoromethane (Freon 12)
NC1,1-Dichloroethane
NC1,2-Dichloroethane
NC1,1-Dichloroethylene
NCcis-1,2-Dichloroethylene
NCtrans-1,2-Dichloroethylene
NC1,2-Dichloropropane
NC1,3-Dichloropropane
NC2,2-Dichloropropane
NC1,1-Dichloropropene
NCcis-1,3-Dichloropropene
NCtrans-1,3-Dichloropropene
NCDiisopropyl Ether (DIPE)
NCEthylbenzene
NC2-Hexanone (MBK)
NCIsopropylbenzene (Cumene)
NCp-Isopropyltoluene (p-Cymene)
NCMethyl tert-Butyl Ether (MTBE)
NCMethylene Chloride
NC4-Methyl-2-pentanone (MIBK)
NCNaphthalene
NCn-Propylbenzene
NCStyrene
[TOC_1]Certifications[TOC]
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-23 6200B in Water
NC1,1,2,2-Tetrachloroethane
NCTetrachloroethylene
NCToluene
NC1,2,3-Trichlorobenzene
NC1,2,4-Trichlorobenzene
NC1,1,1-Trichloroethane
NC1,1,2-Trichloroethane
NCTrichloroethylene
NCTrichlorofluoromethane (Freon 11)
NC1,2,3-Trichloropropane
NC1,2,4-Trimethylbenzene
NC1,3,5-Trimethylbenzene
NCVinyl Acetate
NCVinyl Chloride
NCm+p Xylene
NCo-Xylene
The CON-TEST Environmental Laboratory operates under the following certifications and accreditations:
Code Description Number Expires
652North Carolina Div. of Water QualityNC 12/31/2023