MO-6501_27036_CA_MRP_20230721

WithersRavenel
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115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. F-1479
Asheville | Cary | Charlotte | Greensboro | Lumberton | Pittsboro | Raleigh | Southern Pines | Wilmington

MONITORING REPORT

Former Community Cash and Carry
NCDEQ Incident #27036
UST # MO-6501
11330 NC Highway 801
Mount Ulla, Rowan County, North Carolina
WithersRavenel Project No. 23-0307-Z

Prepared for:
State of North Carolina Department of Environmental Quality Division of Waste Management Underground Storage Tank Section Federal & State Lead Program 1646 Mail Service Center Raleigh, North Carolina 27699-1646
Prepared by:
WithersRavenel
115 MacKenan Drive
Cary, North Carolina 27511
North Carolina Firm License No. F-1479
July 21, 2023

WithersRavenel
Our People. Your Success.
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. F-1479
Asheville | Cary | Charlotte | Greensboro | Lumberton | Pittsboro | Raleigh | Southern Pines | Wilmington
July 21, 2023

State of North Carolina Department of Environmental Quality Federal & State Lead Program Division of Waste Management-Underground Storage Tank Section 1646 Mail Service Center
Raleigh, North Carolina 27699-1646 Attn: Mr. Scott Ryals, P.E. Re: Monitoring Report Former Community Cash and Carry
11330 NC Highway 801 Mounty Ulla, Rowan County, North Carolina Groundwater Incident Number: 27036 UST Number: MO-6501
WR Project Number: 23-0307-Z
Mr. Ryals:
WithersRavenel, Inc. (WR) has completed this Monitoring Report to document groundwater
sampling activities completed at the facility in association with our proposal, numbered TA-02, for
the above referenced site, approved by the Federal & State Lead Program on March 10, 2023. The enclosed report summarizes results of the recently completed monitoring activities. WR appreciates the opportunity to be of service to the Federal & State Lead Program. Should you have any questions regarding the attached, please contact us at [phone].
Cordially, WithersRavenel

Flora D’Souza, CHMM Elizabeth A. Allyn, P.G. Environmental Project Scientist II Environmental Project Geologist II
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Former Community Cash & Carry– NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 i
TABLE OF CONTENTS

SECTION A. SITE INFORMATION ..................................................................................................................... 1
SECTION B. EXECUTIVE SUMMARY ................................................................................................................ 3
SECTION C. SITE HISTORY AND CHARACTERIZATION ............................................................................ 5
SECTION D. GROUNDWATER SAMPLING – May 2023 ............................................................................ 7
SECTION E. CONCLUSIONS AND RECOMMENDATIONS ........................................................................ 8

FIGURES
Figure 1 General Location Map
Figure 2 Site Map
Figure 3 Groundwater Hydraulic Gradient Map – May 17, 2023
Figure 4 Groundwater Analytical Results Map – May 2023
Figure 5 Receptor Locations

TABLES
Table B-1 Site History: UST/AST System & Other Release Information
Table B-4 Summary of Groundwater Analytical Results
Table B-5A Public & Private Water Supply Well Information
Table B-7 Monitoring Well Construction Information and Liquid Level Data

APPENDICES
Appendix A Laboratory Analytical Report and Chain-of-Custody
Appendix B Field Notes, Photographic Record, and Water Supply Well Sampling Agreement
Appendix C General Standard Operating Procedures

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Former Community Cash & Carry – NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 1
SECTION A. SITE INFORMATION
1. Site Identification
Date of Report: July 21, 2023
Facility I.D.: 0-0-00000019425
Incident No.: 27036
UST No.: MO-6501
Site Risk: High
Site Rank: H265D
Land Use Category: Commercial
Site Name: Former Community Cash and Carry
Site Location: 11330 NC Highway 801
Nearest City/Town: Mount Ulla
County: Rowan
Description of Geographical Data Point: UST Basin
Location Method: NCDEQ UST Incidents Map
Latitude: 35.678221° N
Longitude: -80.690125° W
2. Contact Information
Responsible Party: Cline Oil Company
Address: PO Box 98, Cleveland, NC 27013
Phone: N/A

Property Owner: Polytec, Inc. (Jack Harmon)
Address: PO Box 659, Mooresville, NC 28115
Phone: [phone]

Consultant/Contractor: WithersRavenel
Address: 115 MacKenan Drive, Cary, NC 27511
Phone: [phone]

Analytical Laboratory: Waypoint Analytical, Inc.
State Certification Number: ENV402
Address: 449 Springbrook Rd., Charlotte, NC 28217
Phone: [phone]

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Former Community Cash & Carry – NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 3
SECTION B. EXECUTIVE SUMMARY
1. Summary of Activities Associated with Current TA
WithersRavenel, Inc. (WR) conducted a groundwater sampling event at the Former Community Cash and Carry site in Mount Ulla, Rowan County, North Carolina in association with task authorization (TA) TA-02 under North Carolina Department of Environmental Quality (NCDEQ)
Contract #N70522-C. The scope of work for this project included the gauging, purging, and sampling of existing monitoring wells MW-1R, MW-3, MW-5, MW-6, MW-8, MW-10, and MW-12, recovery wells RW-1 and RW-4, and water supply well WSW-1. A field blank was also analyzed
as a part of this TA. Monitoring well MW-6 was not sampled because it could not be located. 2. Soil, Groundwater and LNAPL Assessment Information
Soils
No soil samples were collected by WR in association with this task authorization. In 1998, one 550-gallon diesel underground storage tank (UST), one 550-gallon kerosene UST, one 1,000-gallon gasoline UST, and one 2,000-gallon gasoline UST were removed. Closure samples were not collected at the time of the UST removal. WR is not aware of the presence of any risk-based soil data from the extents of the UST Closure excavations. Table B-1 includes information regarding
the USTs that were formerly utilized on the property. Groundwater WR collected groundwater samples from site monitoring wells MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12, recovery wells RW-1 and RW-4 on May 17, 2023. The groundwater
samples were submitted for laboratory analysis of volatile organic carbons (VOCs) by SM6200B and lead by SM6010D.
• Laboratory analytical results indicated that no petroleum compounds analyzed exceeded
the Gross Contaminant Level (GCL).
• Laboratory analytical results indicated that monitoring wells RW-1 and RW-4 contained
15A NCAC 2L Groundwater Quality Standards (2L Standards) exceedances.

• Laboratory analytical results of VOCs for MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12 were below the laboratory method detection limits (MDLs).
• Laboratory analytical results of lead for MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12 were either below 2L Standards or MDLs.
Water Supply Wells
WR received an access agreement to sample WSW-1 on June 28, 2023. On June 30, 2023, WR collected samples from the off-site inactive water supply well WSW-1. The sample from the water supply well was submitted for analysis of VOCs by SM6200B and lead.
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Former Community Cash & Carry – NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 4
Analytical results for the samples collected from the inactive water supply well contained benzene and di-isopropyl ether (DIPE) above the 2L Standards. Ethylbenzene, toluene, 1,2,4-trimethylbenzene, total xylene, and lead were detected at concentrations exceeding the laboratory’s MDLs.
Light Non-Aqueous Phase Liquid (LNAPL) LNAPL was not measured in any of the monitoring wells sampled by WR in May 2023. LNAPL has not historically been detected at the site. 3. Receptor Information
A receptor survey was conducted in 2003 by Thompson Geological and Environmental Services (Thompson). According to the 2003 receptor information, inactive water supply well WSW-1 is located approximately 115 feet north northeast of the source area. Three additional supply wells, WSW-2, WSW-4, and WSW-5 are located within 500 feet of the source area. Five water supply
wells were identified between 500 feet and 1,000 feet of the source area. Water supply well WSW-1A was installed 750 feet from the source area to replace WSW-1 on June 14, 2004. Potable water is not available to the site or surrounding area.
4. Remediation Activities Based on WR’s review of historical files available for the site, the following remedial activities have been completed at the location:
• June 2011 to March 2012 – A pump-and-treat remediation system was installed, and operation and maintenance was performed by NESCO Environmental (NESCO) and ECS Southeast, LLP (ECS) until March 2019. Terracon Consultants, Inc. (Terracon) operated the
remediation system between February 2021 and December 2022.
5. Recommendations Based on the results of assessment and monitoring activities conducted at the site in association
with this TA, WR recommends the following:

• Continue operation of the on-site remediation system.
• Semi-annual monitoring of MW-1R, MW-3, MW-5, recovery wells RW-1 and RW-4, and water
supply well WSW-1.
• Abandon inactive water supply well WSW-1 if permission is granted.

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Former Community Cash & Carry – NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 5
SECTION C. SITE HISTORY AND CHARACTERIZATION The following information summarizes the site history and characterization.
1. UST Information The site is located at 11330 NC Highway 801 in Mount Ulla, Rowan County, NC (Figure 1). The site is currently vacant with the exception of the groundwater remediation system and was formerly operated as a convenience store with commercial fuel sales. The property is bound along
the north-northwest property boundary by the Norfolk Southern Railway. One 550-gallon kerosene UST, one 550-gallon gasoline UST, one 1,000-gallon gasoline UST, and one 2,000-gallon gasoline UST were removed in 1988 and soil samples were not collected at the time of the UST removal. The initial release was reported in August 2002 when petroleum compounds were detected in a nearby water supply well WSW-1.
2. Description of Release/General Assessment History The following summary of the assessment history is based on WR’s review of historical files for the subject incident:

• December 1988 – According to the July 9, 2019 Recommendation for State Lead Cleanup -Community Cash & Carry (FMR) memo from the NCDEQ Mooresville Office, one 550-gallon
kerosene UST, one 550-gallon gasoline UST, and one 1,000-gallon gasoline UST, and one
2,000-gallon gasoline UST were removed on December 1, 1988. Reportedly, soil samples were not collected at the time of the UST removal and a Closure Report was not prepared.
• 2002-2003 – Thompson completed a Comprehensive Site Assessment (CSA) between 2002
and 2003 which included the installation of monitoring wells and collecting groundwater samples. Petroleum compounds were detected above 2L Standards in several monitoring wells. As part of the CSA, a receptor survey was conducted, and seven water supply wells were identified within 500 feet of the source area. Ten water supply wells were identified between
500 and 1,500 feet of the source area. Petroleum compounds were detected in the water
supply well WSW-1 located on the adjacent property to the east.
• June 2004 – WSW-1 was taken out of service and a new water supply well (WSW-1A) was installed approximately 750 feet northeast of WSW-1 on June 14, 2004.

• September 2007 – NESCO prepared a Corrective Action Plan (CAP). The recommendations in the CAP included excavation of petroleum contaminated soils and the installation of a pump-
and-treat and air sparge remediation system with an infiltration gallery. The discharge of the
treated groundwater required a permit. The permit (Permit No. WQ0034454) was issued by the Division of Water Quality (DWQ) in 2010.
• June 2011 to March 2012 – The pump-and-treat remediation system was installed and began
operation on March 28, 2012. NESCO and ECS collected quarterly groundwater samples between March 2012 and January 2019. Based on the reduction of petroleum compounds in
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the monitoring wells between March 2012 and January 2019, the system was shut down in March 2019.
• February 2020 – ECS sampled monitoring wells MW-1DR, MW-1R, MW-6, MW-10, MW-11, and water supply wells WSW-4 and WSW-5. Several petroleum compounds were detected above the 2L Standards in monitoring wells MW-1DR and MW-5. No petroleum compounds were detected above the MDLs in MW-1R, MW-6, MW-10, MW-11, and water supply wells
WSW-4 and WSW-5.

• February 2021 to September 2022 – Terracon restarted the pump-and-treat remediation system in April 2021 and performed monthly operations and maintenance on the system.
Terracon sampled select monitoring wells in February and July 2021, January, March, June,
and September 2022. Several petroleum compounds were detected in recovery wells RW-1 and RW-4 between February 2021 and September 2022. Naphthalene was detected above the 2L Standards in MW-5 during the six sampling events between February 2021 and September 2022. No petroleum compounds were detected above the 2L Standards in MW-1R, MW-3, MW-7, MW-8. No petroleum compounds were detected above the MDLs in MW-
1R, MW-10, MW-12, and water supply wells WSW-4 and WSW-5. 3. Brief Description of Site Characteristics
The property is located in a rural, residential area of Mount Ulla, Rowan County, North Carolina
(Figure 2). The property is currently vacant except for the remediation system building and was formerly operated as a convenience store with commercial fuel sales. The USTs and dispensers have been removed.
4. Information on Receptors/Potential Receptors
According to the 2003 receptor information, inactive water supply well WSW-1 is located approximately 115 feet north northeast of the source area. Three additional supply wells, WSW-2, WSW-4, and WSW-5 are located within 500 feet of the source area. Five water supply wells
were identified between 500 feet and 1,000 feet of the source area. Water supply well WSW-1A
was installed 750 feet from the source area to replace WSW-1 on June 14, 2004. The estimated locations of these water supply wells are shown on Figure 5. Information regarding the water supply sources is provided on Table B-5A. Potable water is not available to the site or surrounding area.
5. Regional and Site Geology and Hydrology The Geologic Map of the State of North Carolina depicts the site within the Charlotte Belt of the
Piedmont Physiographic Province. The property is underlain by metamorphosed gabbro.

According to the United States Department of Agricultural (USDA) Natural Resources
Conservation Service (NRCS) Web Soil Survey, soils in the source area consist of Lloyd clay loam
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(2 to 8 percent slopes). Lloyd clay loam is well drained, and the parent material is saprolite derived
from diorite, gabbro, diabase, and/or gneiss.
Groundwater ranges from a depth of 15.89 feet (ft) below the top of casing (ft-BTOC) in
monitoring well MW-1R and 18.46 feet BTOC in monitoring well MW-10 during the May 2023
sampling event.

SECTION D. GROUNDWATER SAMPLING – May 2023
On May 17, 2023, WR personnel mobilized to the subject property to perform groundwater sampling activities at the facility in association with TA-02 under NCDEQ Contract # N70522-C. The scope of work for this project included the gauging, purging, and sampling of existing monitoring wells MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12, recovery wells RW-1 and
RW-4. Monitoring well MW-6 was not sampled because it could not be located. Inactive water
supply well WSW-1 was sampled on June 30, 2023. The groundwater samples collected under TA-02 were submitted for laboratory analysis of VOCs by SM6200B and lead by SM6010D. Influent and effluent samples from the onsite remediation system were collected on May 11, 2023 and submitted for laboratory analysis of VOCs by SM6200B, lead, and total suspended solids (TSS)
under TA-01. The influent and effluent samples are included on Table B-4; however, they will be
discussed in a separate report. The following paragraphs describe the sampling activities and associated laboratory analytical results.

Groundwater Sampling Activities
Prior to the purging and sampling of the site monitoring wells on May 17, 2023, WR personnel opened and gauged those wells targeted for purging and sampling with an electronic water level indicator to determine the depth to groundwater at each well location.
The depth to groundwater measurements in the monitoring wells ranged from 15.89 ft-BTOC in
monitoring well MW-1R and 18.46 ft-BTOC in monitoring well MW-10. Based on data obtained during this sampling event, groundwater flow appears to trend to the north and north-northwest. This groundwater flow appears generally consistent with past assertions. A groundwater hydraulic gradient map based on the May 17, 2023 measurements is included as Figure 3. Groundwater
elevation data are included in Table B-7.
Following gauging, monitoring wells were purged and sampled with separate, disposable polyethylene bailers for each well. Samples from the wells were decanted into pre-preserved laboratory provided sample containers. Samples collected from site monitoring wells were
submitted via courier under chain-of-custody procedures to Waypoint Analytical in Charlotte, NC
for testing by SM6200B. Laboratory Results Analytical results for the groundwater samples collected on May 17, 2023, indicated that no
petroleum compounds analyzed exceeded the GCL.

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Former Community Cash & Carry – NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 8
Laboratory analytical results indicated that recovery wells RW-1 and RW-4 contain 2L Standards exceedances. Laboratory analytical results for MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12 were below
the laboratory method detection limits (MDLs). Laboratory analytical results of lead for MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12 were either below 2L Standards or MDLs in the samples collected.
Water Supply Wells
WR received an access agreement to sample WSW-1 on June 28, 2023. On June 30, 2023, WR collected samples from the off-site inactive water supply well WSW-1. The samples from the water supply wells and a field blank were submitted for analysis of VOCs by SM6200B and lead.
Analytical results for the samples collected from the inactive water supply well contained benzene,
di-isopropyl ether (DIPE), and lead above the 2L Standards. Ethylbenzene, toluene, 1,2,4-trimethylbenzene, and total xylene, were detected at concentrations exceeding the laboratory’s MDLs.
These results are shown on Figure 4 and included in Table B-4. Copies of the laboratory analytical report and chain-of-custody are included in Appendix A. A photographic record and field notes
are included in Appendix B. Standard Operating Procedures are included in Appendix C.
SECTION E. CONCLUSIONS AND RECOMMENDATIONS
This report documents the results of field activities conducted at the site for TA-02 which included the purging and sampling of monitoring wells MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12, recovery wells RW-1 and RW-2, and inactive water supply well WSW-1. Conclusions based on observations, analytical data and research relating to the release at the site combined with
historical information include the following:
• The UST system was removed in 1988.
• Municipal water is not available to the site and surrounding area.
• Inactive water supply well WSW-1 is located approximately 115 feet north northeast of the source area. Three additional supply wells, WSW-2, WSW-4, and WSW-5 are located within 500 feet of the source area. Five water supply wells were identified between 500 feet and
1,000 feet of the source area.
• No petroleum compounds were reported at concentrations that exceed the GCLs.
• Several compounds were reported at concentration that exceeded the 2L Standard in recovery
wells RW-1 and RW-4.
• Lead was not detected above 2L Standards MW-1R, MW-3, MW-5, MW-8, MW-10, and MW-12.
• Benzene, DIPE, and lead were detected above 2L Standards in inactive water supply well WSW-1.
• Influent and effluent samples were collected from the remediation system and will be
discussed in a separate report.
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Former Community Cash & Carry – NCDEQ Incident #27036 WR Project # 23-0307-Z Monitoring Report July 2023 9
Based on the results of assessment and monitoring activities conducted at the site in association with this TA, WR recommends the following:
• Continue operation of the on-site remediation system.
• Semi-annual monitoring of MW-1R, MW-3, MW-5, recovery wells RW-1 and RW-4, and water supply well WSW-1.
• Abandon inactive water supply well WSW-1 if permission is granted.

FIGURES

KBB
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SCALE:FIGURE NO.:
PROJECT NO.:DATE:APPROVED BY:
GENERAL LOCATION MAP
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
1"=500 '
GRAPHIC SCALE
1 inch = 500 ft.
0 500250 1000
FORMER COMMUNITY CASH AND CARRY
INCIDENT # 27036
11330 NC HIGHWAY 801
MOUNT ULLA, ROWAN COUNTY, NC
SUBJECT SITE
±0.77 ACRE
(CALCULATED)
NC H
IGHWAY

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1MW-1DRMW-5MW-10MW-3NORFOLK SOUTHE
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MW-12RW-4RW-5RW-7RW-6RW-3RW-1RW-2AS-1AS-2AS-3AS-4MW-1RMW-61REMEDIATIONSYSTEMMW-11MW-7MW-8EAA
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SCALE:FIGURE NO.:
PROJECT NO.:DATE:APPROVED BY:SITE MAPWithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
1"=40 'LEGENDTYPE II MONITORING WELL LOCATIONRECOVERY WELL LOCATIONSPARGE WELL LOCATIONINACTIVE SUPPLY WELL LOCATIONNOTES:1.2022 AERIAL OBTAINED FROM NC ONE MAP.FORMER COMMUNITY CASH AND CARRY
INCIDENT # 27036
11330 NC HIGHWAY 801
MOUNT ULLA, ROWAN COUNTY, NC GRAPHIC SCALE1 inch = 40 ft.04020801
NC H
IGHWAY

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1MW-1DRMW-5MW-10MW-3NORFOLK SOUTHE
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MW-12RW-4RW-5RW-7RW-6RW-3RW-1RW-2AS-1AS-2AS-3AS-4MW-1RMW-6REMEDIATIONSYSTEMMW-11MW-7MW-8(774.68)(772.22)(772.27)(771.62)(771.54)(772.04)(NOT LOCATED)(NM)(NM)772773774(NM)LEGENDTYPE II MONITORING WELL LOCATIONRECOVERY WELL LOCATIONSPARGE WELL LOCATIONGROUNDWATER ELEVATION (FT)GROUNDWATER CONTOUR (FT)GROUNDWATER FLOW DIRECTIONNOTES:1.2022 AERIAL OBTAINED FROM NC ONE MAP.2.NM = NOT MEASUREDFORMER COMMUNITY CASH AND CARRY
INCIDENT # 27036
11330 NC HIGHWAY 801
MOUNT ULLA, ROWAN COUNTY, NC GRAPHIC SCALE1 inch = 40 ft.0402080MM
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GROUNDWATER
HYDRAULIC GRADIENT
MAP
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
1"=40 '(771.43)
NC H
IGHWAY

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S
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MW-12RW-4RW-5RW-7RW-6RW-3RW-1RW-2AS-1AS-2AS-3AS-4MW-1R1REMEDIATIONSYSTEMMW-8LEGENDTYPE II MONITORING WELL LOCATIONRECOVERY WELL LOCATIONSPARGE WELL LOCATIONINACTIVE SUPPLY WELL LOCATIONNOTES:1.2022 AERIAL OBTAINED FROM NC ONE MAP.FORMER COMMUNITY CASH AND CARRY
INCIDENT # 27036
11330 NC HIGHWAY 801
MOUNT ULLA, ROWAN COUNTY, NC GRAPHIC SCALE1 inch = 40 ft.0402080MM
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ANALYTICAL RESULTS
MAP
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
1"=40 '1
11A5432678EAA
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RECEPTOR
LOCATIONS
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
1"=300 'LEGENDACTIVE SUPPLY WELL LOCATIONINACTIVE SUPPLY WELL LOCATIONNOTES:1. 2022 AERIAL OBTAINED FROM NC ONE MAP.2.CORRESPONDING SUPPLY WELL INFORMATION IN TABLE B-5.GRAPHIC SCALE1 inch = 300 ft.03001506002FORMER COMMUNITY CASH AND CARRY
INCIDENT # 27036
11330 NC HIGHWAY 801
MOUNT ULLA, ROWAN COUNTY, NC1

TABLES

UST IDNumberCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofUSTWas release associated with UST System? (Y/N)1 550 Single Wall Steel Not Provided Unknown 4/19/1966 Closed by Removal 1988 Y2 550 Single Wall Steel Not Provided Unknown 4/19/1966 Closed by Removal 1988 Y3 1,000 Single Wall Steel Not Provided Unknown 4/19/1966 Closed by Removal 1988 Y4 2,000 Single Wall Steel Not Provided Unknown 4/15/1981 Closed by Removal 1988 YAST IDNumberCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length) (ft)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofASTWas release associated with AST System? (Y/N)IncidentNumberMaterialReleasedDateofRelease27036 Gasoline 8/15/2002Notes:1) UST Information obtained from NCDEQ tank and ownership publications and historical reports for the incident.Table B-1Site History: UST/AST System & Other Release InformationFormer Community Cash and CarryFormer UST system11330 NC Highway 801Mount Ulla, NCDescription of ReleaseIncident # 27036Current/LastContentsKeroseneGasolineGasolineNot ApplicableCurrent/LastContentsGasolinePage 1 of 1
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐12/16/0224,500NA NA NA NA NA NA82NA70NA2,860 39,000NA NA240NA NA NA50,200NA NA NA15,900NA NA04/07/0723,000NA NA NA NA NA NA NA NA NA NA3,400 17,000NA NA <100690NA NA50,000NA NA NA17,700NA NA05/25/0726,000NA NA NA NA NA NA NA NA NA NA6,400 25,000NA NA310 720NA NA68,000NA NA NA29,000NA NA03/12/1215,700<500 <500 <500 NA <500 NA350<500396NA3,980 14,700 182NA450 1,060 363 249 45,400<5002,410 637 19,530NA NA06/04/121,680<25.0 <25.0 <25.0 NA <25.0 NA121<25.056.3NA1,630 1,890 50.3NA35.5 1,200 201<25.08,180<25.02,120 470 9,620NA NA10/30/121.5<1.0 <1.0 <1.0 NA <1.0 NA <1.0 <1.0 <1.0 NA23.1 1,890 3.7NA <1.0161 11.9<1.0172<1.0296 116 403NA NA02/01/13<1.02.8<1.0 <1.0 NA <1.0 NA <1.0 <1.0 <1.0 NA2 1.2 3.7NA <1.018.3 2.6<1.012.1<1.048.7 17.6 43.1NA NA04/19/13<2.5 <2.5 <2.5 <2.5 NA <2.5 NA <2.5 <2.5 <2.5 NA <2.5 <2.53.1NA <2.5 <10.09.1<2.510<2.5158 72.1 20.4NA NA07/29/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA0.56<0.50 <0.50 NA <0.502.5<0.50 <0.503.5<0.5020.6 8.6 59.6NA NA10/22/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.500.8<0.506.3 2.9 2.6NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.501.5 1.3<1.50NA NA07/24/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.500.78<0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/17/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/29/15<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/28/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/20/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.00.81<0.50 <0.50 <0.504 5.3<1.50NA NA10/21/15<0.50 <0.50 <0.50 <0.50 <1.00.71<1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.501.8<1.50NA NA01/26/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA07/06/16<0.50<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA10/14/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA01/19/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA04/12/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA07/06/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA10/26/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA01/22/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA04/18/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA02/07/20<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA02/23/21<0.24 <0.35 <0.25 <0.22 <0.58 <0.35 <0.42 <0.23 <0.24 <0.26 <0.22 <0.24 <0.33 <0.24 <1.5 <0.44 <0.66 <0.24 <0.26 <0.23 <0.27 <0.19 <0.23 <0.24NANA07/28/21<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.34<4.5 NA01/13/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.300.76<0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA03/21/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA06/10/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.3435.7NA09/13/22<0.34 NR NR NR NR NR NR NR NR NR NR <0.30 <0.31 <0.33 NR NR <0.64 <0.34 <0.29 <0.48 NR <0.50 <0.33 <1.0516.8NR05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500<6NR12/16/0211,700NA NA NA NA NA NA2.2NA2NA2,400 3,380NA NA ND NA NA NA35,300NA NA NA12,900NA NA04/07/074,800NA NA NA NA NA NA NA NA NA NA1,200 1,300NA NA <100460NA NA18,000NA NA NA7,400NA NA1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic CompoundsMW‐1DMW‐1RMW‐1NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.Page 1 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds03/12/124,560<100 <100 <100 NA <100 NA1.8<100 <100 NA2,140 525 62.8NA525 400 79.3<1008,640<1001,170 222 9,340NA NA06/04/128,750<100 <100 <100 NA <100 NA <100 <100 <100 NA3,630 972<100 NA <100541 239<10029,400<1001,870 378 17,440NA NA10/30/123,460<100 <100 <100 NA <100 NA <100 <100 <100 NA1,870 484<100 NA <100 <400111<10030,300<1001,050 332 11,860NA NA02/01/1320.3<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA17.6 3.6 1.9NA <0.505 1.6<0.5098.9<0.5026.3 9.7 173NA NA04/19/135<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA3.7 5.4<0.50 NA <0.505<0.50 <0.502.5<0.505.3 1.3 14.1NA NA07/29/133.1<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA2 3.8<0.50 NA <0.505<0.50 <0.5011.2<0.502.1 0.67 13.3NA NA10/22/132.8<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA1.4 2.7<0.50 <0.50 <0.50 <2.0 <0.50 <0.50 <0.50 <0.502 0.66 10.2NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.501.7<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/140.82<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.501.7<0.50 <2.0 <0.50 <2.0 <0.50 <0.503.2<0.500.78<0.503.1NA NA07/24/141<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA0.66 1.4<0.50 <2.0 <0.50 <2.0 <0.50 <0.504.5<0.501<0.505.9NA NA10/17/146.3<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA2.8 1.8 1.1<2.0 <0.505.1<0.50 <0.5024.6<0.5016.7 24.2 75.9NA NA01/29/155.4<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA8.1<0.509.7<2.0<0.5047.7 10.4<0.5021.8<0.5044.2 29.8 212.5NANA04/28/154.2<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.502.6 1.6 2.7<2.0 <0.5012.3 2.7<0.5017.2<0.508.5 5.5 44.6NANA07/20/151.3<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.501 1.4 9.4<2.0 <0.5050.9 8.2<0.505.1<0.502.9<0.508NANA10/21/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NANA01/26/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.51NANA04/21/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.52NANA07/06/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.53NANA10/14/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.54NANA01/19/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.55NANA04/12/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.56NANA07/06/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.57NANA10/26/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.58NANA01/22/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.59NANA04/18/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.60NANA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.61NANA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.62NANA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.01.4<0.50 <0.50 <0.50 <0.50 <0.50 <1.63NANA02/07/201.1<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.500.36<0.50 <2.0 <0.50 <2.0 <0.50 <0.501.3<0.500.36<0.502.13NANA12/16/0222,100NA NA NA NA NA NA143NA141NA3,380 13,500NA NA240NA NA NA52,400NA NA NA18,300NA NA04/07/0713,000NA NA NA NA NA NA NA NA NA NA4,100 1,600NA NA <100780NA NA58,000NA NA NA21,800NA NA05/25/076,600NA NA NA NA NA NA NA NA NA NA3,600 1,400NA NA <50850NA NA36,000NA NA NA16,900NA NA12/16/023,520NA NA NA NA NA NA17.6NA9NA1,000 2,180NA NA ND NA NA NA5,880NA NA NA4,760NA NA04/07/0729NA NA NA NA NA NA NA NA NA NA13 220NA NA <1.05.1NA NA3NA NA NA16.9NA NA05/18/073,600NA NA NA NA NA NA NA NA NA NA1,900 670NA NA <50410NA NA220NA NA NA8,100NA NA1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.MW‐2DMW‐2MW‐1DRPage 2 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds01/06/03400NA NA NA NA NA NA ND NA ND NA320 180NA NA NA NA NA NA700NA NA NA1,900NA NA04/07/07280NA NA NA NA NA NA NA NA NA NA17<1.0 NA NA <1.05.1NA NA200NA NA NA480NA NA03/12/12186 3.8 1.8<1.0 NA1.1NA <0.0019 <1.0 <1.0 NA13.3 1.8 8.4NA <1.00.66 14.9<1.016.7<1.035.6 25.9 70.2NA NA06/04/12718 19.4<10.0 <10.0 NA <10.0 NA <10.0 <10.0 <10.0 NA69.6 11.8 51NA <10.0 <40.0135<10.01,160<10.0773 283 1,576NA NA10/30/125,84019.4<5.0 <5.0 NA123NA <5.0 <5.0 <5.0 NA3,300 46.8 81.9NA <5.0479 158<5.042,600<5.01,310 304 18,410NA NA02/01/1385<5.0 <5.0 <5.0 NA <5.0 NA <5.0 <5.0 <5.0 NA73.9 5.7 16.5NA <5.044.2 159<5.01,750<5.067.5 16.4 835NA NA04/19/1343.4<5.0 <5.0 <5.0 NA <5.0 NA <5.0 <5.0 <5.0 NA2,150 16.3 51.8NA <5.0241 104<5.08,100<5.0528 201 7,380NA NA07/29/13<25.0 <25.0 <25.0 <25.0 NA <25.0 NA <25.0 <25.0 <25.0 NA1,970<25.058.2NA <25.0321 136 63.42,00 <25.01,170 446 13,120NA NA10/22/13<25.0 <25.0 <25.0 <25.0 NA <25.0 NA <25.0 <25.0 <25.0 NA513<25.0 <25.0 NA <25.0197 29.7<25.0141<25.01,600 545 11,350NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA1.1 13.6<0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.500.91<0.5012.2NA NA04/21/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.501<0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/24/140.56<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA6.8 2.6 3.1NA <0.5035.7 4.7<0.507.3<0.5019.3 56.4 28.7NA NA10/17/14<0.50 <0.5014.1<0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA116<0.50153NA <0.50917 193 5.2 74.6<0.503,780 1,480 1,410NA NA01/29/15<2.5 <2.5 <2.5 <2.5 NA <2.5 NA <2.5 <2.5 <2.5 NA132<2.5131NA <2.5939 196 9.5 111<2.53,960 1,240 1,372NA NA04/28/151.9<1.2 <1.2 <1.2 <2.5 <1.2 <2.5 <1.2 <1.2 <1.2 <1.210.8 2.5 12 7.2<1.2161 30<1.29.3<1.2344 157 63NA NA07/20/153.2<1.2 <1.2 <1.2 <2.5 <1.2 <2.5 <1.2 <1.2 <1.2 <1.211.4 90.2 3.8<8.01.5 62.3 12.5<1.27.2<1.2200 73.2 55.2NA NA10/21/15<2.0 <2.0 <2.0 <2.0 <4.0 <2.0 <4.0 <2.0 <2.0 <2.0 <2.02,910 4.8 118<4.0 <2.0666 223 17.4 75.8<2.03,740 1,230 19,380NA NA01/26/16<1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.025.4<1.06.2<20.0 <1.041.3 10.9<1.08<1.0298 254 206NA NA04/21/16<5.047.8 10.1ND <10.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.096.7<5.029.4<25.0 <6.2228 109<5.0 <5.0 <6.2831 745 501NA NA07/06/16<6.2 <6.2 <6.2 <6.2 <12.5 <6.2 <12.5 <6.2 <6.2 <6.2 <6.2132<6.249.2<25.0 <6.2937 193<6.2 <6.2 <6.22,190 1,120 789NA NA10/14/1645.3<6.2 <6.2 <6.2 <12.5 <6.2 <12.5 <6.2 <6.2 <6.2 <6.214.7 52.6 1 85<12.5178 3.5 1.1 270<12.5154 49 237.9NA NA01/19/17<12.5 <12.5 <12.5 <12.5 <25.0 <12.5 <25.0 <12.5 <12.5 <12.5 <12.5 <12.5 <12.594.6<50.0 <12.5642 182<12.5 <12.5 <12.53,840 1,130 18.8NA NA04/12/17<12.5 <12.5 <12.5 <12.5 <25.0 <12.5 <25.0 <12.5 <12.5 <12.5 <12.5 <12.5 <12.552.5<2.0 <0.50894 167<12.5 <12.5 <0.504,080 1,360<37.5NA NA07/06/17<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.500.55<0.501.7<2.0 <0.5033.4<0.50 <0.500.82<0.50121 53 3.5NA NA10/26/17<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.500.52<2.0 <0.507.9<0.50 <0.50 <0.50 <0.5035.1<0.500.92NA NA01/22/180.58<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.501.5<0.504.9<2.0 <0.5040.1 16.4<0.502.6<0.50136 88.1 8.3NA NA04/18/18<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.501.3<2.0 <0.5016.6 16.4<0.50 <0.501.4 34.5 43.3<1.50NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.504.2<2.0 <0.5049.3<0.50 <0.50 <0.504.5 72.2 174<1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.502.6<2.0 <0.5020.4<0.50 <0.50 <0.50 <0.50114 73.3<1.50NA NA01/10/195.2<0.50 <0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <0.50 <0.50 <0.502.9 3.6<0.50 <2.0 <0.50 <2.0 <0.50 <0.5025.9<0.503.8 1.2 25.4NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.500.42<0.50 <1.50NA NA04/29/21<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.66 <0.24 <0.29 <0.48 <0.260.66 0.38<0.34<4.5 NA07/28/21<0.34 <0.49 <0.40 <0.32 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.34<4.5 NA01/13/22<0.340.56<0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.260.52<0.33 <1.056.9NA03/21/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA06/10/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.349.4NA09/13/22<0.34 NR NR NR NR NR NR NR NR NR NR <0.30 <0.31 <0.33 NR NR <0.64 <0.34 <0.29 <0.48 NR <0.50 <0.33 <1.057.4NR05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500<6 NR01/06/03330NA NA NA NA NA NA NA NA ND NA7 6.4NA NA ND NA NA NA9.5NA NA NA340NA NA04/07/07<1.0 NA NA NA NA NA NA NA ND ND ND <1.0 <1.0 NA NA <1.0 <1.0 NA NA <1.0 NA NA NA <3.0NA NA1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard GCLs for GroundwaterMW‐4MW‐3Compounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.Page 3 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds01/06/03470NA NA NA NA NA NA ND NA ND NA5.4ND NA NA ND NA NA NA ND NA NA NA160NA NA04/07/07930NA NA NA NA NA NA NA NA NA NA14 290NA NA <1.04.9NA NA6.3NA NA NA33NA NA03/12/121,290<10.0 <10.0 <10.0 NA <10.0 NA0.039<10.0 <10.0 NA <101,010 23.3NA <10.02.5<10.0 <10.03.1<10.0 <10.0 <10.0 <30NA NA06/04/121,760 7.5<5.0 <5.0 NA <5.0 NA <5.0 <5.0 <5.0 NA10.1 1,110 37.2NA <5.0 <20.08<5.024<5.010.5<5.0139.8NA NA10/30/123,390 16.6<5.0 <5.0 NA <5.0 NA <5.0 <5.0 <5.0 NA294 1,670 70NA6.4 29.8 56.2<5.0102<5.0157 152 1,320NA NA02/01/133,820 22.6<10.0 <10.0 NA <10.0 NA <10.0 <10.0 <10.0 NA1,290 2,590<10.0 NA <10.061.1 175<10.0143<10.0833 57.8 5,380NA NA04/19/134,050 22.6<12.5 <12.5 NA <12.5 NA <12.5 <12.5 <12.5 NA2,150 2,980 88.3NA16.6 202 194<12.54,680<12.51,420 235 10,010NA NA07/29/135,84023.6<25.0 <25.0 NA <25.0 NA <25.0 <25.0 <25.0 NA3,160 4,420 91NA36 463 227 31 20,800<25.01,800 417 16,810NA NA10/22/134,740<100 <100 <100 NA <100 NA <100 <100 <100 NA2,360 3,200<100 NA <100529 159<10024,700<1001,460 319 13,830NA NA01/20/148,760<100 <100 <100 NA <100 NA <100 <100 <100 NA3,630 2,290<100 NA <100478 218<10046,900<1001,840 394 19,850NA NA04/21/144,200<250 <250 <250 NA <250 NA <250 <250 <250 NA2,780 845<250 NA <100 <1,000218<25035,400<2502,080 526 18,520NA NA07/24/142,230<100 <100 <100 NA <100 NA <100 <100 <100 NA1,760 390<100 NA <100751 114<10023,500<1002,990 661 17,660NA NA10/17/14907<50.0 <50.0 <50.0 NA <50.0 NA <50.0 <50.0 <50.0 NA952 88.2<50.0 NA <50.0999 101<50.013,100<50.03,250 702 14,740NA NA01/30/15489<50.0 <50.0 <50.0 NA <50.0 NA <50.0 <50.0 <50.0 NA660 62.2<50.0 NA <50.0816 60.8<50.07,700<50.01,660 350 8,130NA NA04/28/15188<25.0 <25.0 <25.0 <50.0 <25.0 <50.0 <25.0 <25.0 <25.0 <25.0494<25.029.2NA <25.01,240 62.6<25.03,380<25.02,810 620 9,900NA NA07/20/1576.7<12.5 <12.5 <12.5 <25.0 <12.5 <25.0 <12.5 <12.5 <12.5 <12.5460<12.527.6 81.8<12.51,570 55.7<12.52,930<12.53,200 705 10,720NA NA10/21/15120<25.0 <25.0 <25.0 <25.0 <25.0 <25.0 <25.0 <25.0 <25.0 <25.0828<25.043.6<100 <25.02.21 85.3<25.02,960<25.03,820 816 13,430NA NA01/26/16<10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0240<10.035.4<40.0 <10.01,320 63.2<10.0104<10.02,300 603 5,170NA NA04/21/16<10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0117<10.076.3<40.0 <10.02,080 206<10.018<10.02,980 925 2,380NA NA07/06/16<10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.045.8<10.048.8<40.0 <10.01,670 173<10.010.7<10.01,950 687 671NA NA10/14/16<6.2 <6.2 <6.2 <6.2 <6.2 <6.2 <12.5 <6.2 <6.2 <6.2 <6.224.6<6.235.4<25.0 <6.22,160 173<6.212<6.2869 754 291.5NA NA01/19/17<10.0102 12.2<10.0 <10.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.011.6<10.023.8<40.0 <10.03,290 113<10.0 <10.0 <10.0663 726 134.3NA NA04/12/17<10.0 <10.011.3<10.0 <20.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.015.3<40.0 <10.03,320 88.4<10.0 <10.0 <10.0778 588 65.8NA NA07/06/17<10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.014.6<40.0 <10.02,690<10.0 <10.013<10.0796<10.075.9NA NA10/26/1711.1<10.0 <10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.012.2<40.0 <10.03,600<10.0 <10.018.7<10.01,050<10.066.2NA NA01/22/18<10.0 <10.0 <10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0 <10.0 <10.012.3<40.0 <10.02,190 76.7<10.013.8<10.0951 509 71.4NA NA04/18/1813<10.0 <10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.011<10.014.4<40.0 <10.02,010 120<10.059.3<10.01,640 742 105.5NA NA07/30/18<0.50 <10.0 <10.0 <10.0 <10.0 <10.0 <20.0 <10.0 <10.0 <10.0 <10.0 <0.50 <10.0 <0.50 <40.0 <10.0503 20<10.0 <0.50 <10.0360 133 3.2NA NA10/23/18<2.558.4<2.5 <2.5 <2.5 <2.5 <5.0 <10.0 <2.5 <10.0 <2.5 <2.5 <2.52.6<10.0 <2.5484<2.5 <2.54.3<2.5335 143 16.2NA NA01/10/19<1.234.4<1.2 <1.2 <1.2 <1.2 <2.5 <10.0 <1.2 <1.2 <1.23 3 2.6<1.2 <2.5321<2.5 <1.23.5<1.2166 68.6 32.6NA NA02/07/201.6 16.6<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <0.50 <0.50 <0.508.5 1.6 2.5<2.0 <0.50241 14.1<0.502.4<0.5024.6 12.3 4.8NA NA02/23/210.89 4<0.25 <0.22 <0.58 <0.35 <0.42 <0.23 <0.24 <0.26 <0.224.1 1.5 1.6<1.5 <0.4478.4<0.24 <0.260.73<0.27 <0.19 <0.236.7NA NA07/28/21<0.341.2 0.65<0.32 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.350.37 0.42<0.33 <2.0 <0.4220.9 2.2<0.29 <0.48 <0.260.76 0.8<0.34<4.5 NA01/13/220.37 0.66<0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.350.37 0.34<0.33 <2.0 <0.4216.3 1.3<0.29 <0.48 <0.260.96 0.96<1.05<4.5 NA03/21/220.46 1.2 0.61<0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.350.49<0.31 <0.33 <2.0 <0.4216.7 1.5<0.29 <0.48 <0.260.96 1.1<1.05<4.5 NA06/10/221<0.490.6<0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.351 0.32<0.33 <2.0 <0.4228.2 1.7<0.29 <0.48 <0.261.3 1.3<0.346.9NA09/13/220.57NR NR NR NR NR NR NR NR NR NR0.39<0.31 <0.33 NR NR15.8 1.4<0.29 <0.48 NR0.99 0.74 0.3641.2NR05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500<6 NR1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. MW‐5NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.Page 4 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds06/20/03ND NA NA NA NA NA NA NA NA NA NA ND ND NA NA ND NA NA NA ND NA0.96NA NDNA NA04/07/07<1.0 NA NA NA NA NA NA NA NA NA NA <1.0 <1.0 NA NA <1.0 <1.0 NA NA <1.0 NA NA NA <3.0NA NA06/04/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/01/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/19/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/29/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/22/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/24/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/17/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/29/15<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/28/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/20/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.5065.9<0.50 <0.50 <0.50 <1.50NA NA10/21/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.507.9<0.50 <0.50 <0.50 <1.50NA NA01/26/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50468<0.50 <0.50 <0.50 <1.50NA NA07/06/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.5022.5<0.50 <0.50 <0.50 <1.50NA NA10/14/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.501<0.50 <0.50 <0.50 <1.50NA NA01/19/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/02/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/26/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/22/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/18/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.501.6<0.50 <0.50 <0.50 <1.50NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA06/10/2209/13/2205/17/231 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.NOT SAMPLED ‐ NOT LOCATEDMW‐6NOT SAMPLED ‐ NOT LOCATEDNOT SAMPLED ‐ NOT LOCATEDPage 5 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds06/20/03ND NA NA NA NA NA NA ND NA ND NA ND ND NA NA ND NA NA NA1.7NA NA NA NDNA NA04/07/07<1.0 NA NA NA NA NA NA NA NA NA NA <1.0 <1.0 NA NA <1.0 <1.0 NA NA <1.0 NA NA NA <3.0NA NA03/12/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.0197.7<0.50 NA <0.500.18<0.50 NA <0.50 <2.0 <0.50 <0.500.23<0.50 <0.50 <0.50 <1.50NA NA06/04/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.504.5<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.503<0.50 <0.50 <0.50 <1.50NA NA10/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.502.3<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/01/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.502.1<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/19/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.501.9<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/29/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.502.8<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/22/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.504.6<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.503.4<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.503.3<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/24/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.504.4<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/17/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.504.5<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/29/15<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.503.3<0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/28/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503.3<0.50 <0.50 <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/20/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503.9<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/21/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.7<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/26/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.501.9<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.501.1<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503.1<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/14/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503.6<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/19/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.9<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/12/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.9<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.8<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/26/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503.7<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/22/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503.5<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/18/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.9<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.7<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.503<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.502.6<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.500.93<0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.MW‐7Page 6 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds06/20/03ND NA NA NA NA NA NA ND NA ND NA ND NA NA NA NA NA NA NA ND NA NA NA NDNA NA04/07/07<1.0 NA NA NA NA NA NA NA NA NA NA <1.0 NA NA NA NA <1.0 NA NA <1.0 NA NA NA <3.0NA NA03/12/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.019 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 <0.500.14<0.50 <0.50 <0.50 <1.50NA NA06/04/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.500.17<0.50 <0.50 <0.50 <1.50NA NA07/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.502.2<0.50 <0.50 <0.50 <1.50NA NA10/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.500.74<0.50 <0.50 <0.50 <1.50NA NA02/01/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/19/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/29/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.500.77<0.50 <0.50 <0.50 <1.50NA NA10/22/130.9<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.503.1<0.50 <0.50 <0.501NA NA01/20/142.6<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA1.5<0.50 <0.50 NA <0.50 <2.0 <0.50 <0.5020.8<0.50 <0.500.73 13.1NA NA04/21/148.7<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA6.6 1.7 1.7NA <0.50 <2.0 <0.50 <0.5049.3<0.508.3 15 109.7NA NA07/24/145.1<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA4.8<0.50 <0.50 NA <0.50 <2.0 <0.50 <0.5030.3<0.504 4.3 59.3NA NA10/17/1422.8<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA15.3 1 0.98NA <0.50 <2.01.4<0.50138<0.509.4 8.3 148.9NA NA01/29/15216<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA140 19.4 6.3NA <0.50 <2.011.3 9.6 1,570<0.5098.4 53.3 1,192NA NA04/28/15458<6.2 <6.2 <6.214.4 6.3 15.9<6.28.2<6.2 <6.2226 59 8.5NA <6.2 <25.015.1<6.23,180<6.2221 98.9 2,573NA NA07/20/1555.5<5.0 <5.0 <5.0 <10.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.0105 5.1<5.0 <20.0 <5.0 <20.09.1<5.0857<5.097.5 48.3 1,104NA NA10/21/151.6<0.50 <0.50 <0.50 <10.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.5018.1 5.5<0.50 <2.0 <0.50 <2.02.9<0.5016.4<0.5033.4 21.4 209NA NA01/26/1618<0.50 <0.50 <0.50 <10.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.5036.3 104 4.5<2.0 <0.50 <2.05.8<0.50131<0.5088.2 69.5 433NA NA04/21/1616<0.50 <0.50 <0.50 <10.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.5037.5 188 4.4<2.0 <0.50 <2.05.9<0.50120<0.5088.2 72.2 411NA NA07/06/1622.6<0.50 <0.50 <0.50 <10.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.5040.3 128 5.2<2.0 <0.50 <2.06<0.50172<0.50115 86 498NA NA10/14/163.1<0.50 <0.50 <0.50 <10.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.509.6 95.6 2.3<2.0 <0.50 <2.02.5<0.5020.6<0.5043.1 49.6 123.5NA NA01/19/17<1.0 <1.0 <1.0 <1.0 <10.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.03.6 245 1.2<2.0 <1.0 <2.01.5<1.01<1.023.9 41 43.4NA NA04/12/17<0.501.7<0.50 <0.50 <1.0 <5.0 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50241<0.504.8<0.50 <2.0 <0.50 <0.50 <0.50 <0.5010.6 27.8 12.8NA NA07/06/17<1.0 <1.0 <1.0 <1.0 <2.0 <5.0 <2.0 <1.0 <1.0 <1.0 <1.0 <1.0239<1.0 <4.0 <0.50 <4.0 <0.50 <0.50 <1.0 <0.507.8 29.9 9NA NA10/26/177.7<1.0 <1.0 <1.0 <2.0 <5.0 <2.0 <1.0 <1.0 <1.0 <1.012.4 2.1 16.1<4.0 <0.5020.4<0.50 <0.5056.7<0.50202<0.50117.6NA NA01/22/18<0.50 <0.50 <0.50 <0.50 <1.0 <5.0 <1.0 <1.0 <0.50 <1.0 <0.50 <0.5058<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.501.5 15 1.4NA NA04/18/18<0.50 <0.50 <0.50 <0.50 <1.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.50 <0.5039.5<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.502.9 10 2.03NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.50 <0.5046.8<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.506.1<1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.50 <0.5017.4<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.504.9<1.50NA NA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.50 <0.5011.8<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.502.9<1.50NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <1.0 <5.0 <1.0 <0.50 <0.50 <0.50 <0.50 <0.500.7<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/29/21<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.66 <0.24 <0.29 <0.48 <0.26 <0.50 <0.33 <0.34<4.5 NA07/28/21<0.34 <0.49 <0.40 <0.32 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.290.74<0.26 <0.50 <0.33 <0.3410.9NA01/13/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA03/21/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.056.7NA06/10/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.421.6<0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.3410.6NA09/13/22<0.34 NR NR NR NR NR NR NR NR NR NR <0.30 <0.31 <0.33 NR NR0.88<0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.051.3NR05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500<6 NRMW‐906/20/03450NA NA NA NA NA NA ND NA ND NA1.5 32NA NA ND NA NA NA5.4NA NA NA79NA NA1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.NC 2L Standard MW‐8Compounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. GCLs for GroundwaterPage 7 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds06/20/03ND NA NA NA NA NA NA ND NA ND NA ND ND NA NA ND NA NA NA ND NA NA NA NDNA NA06/04/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/19/130.71<0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.500.84<0.50 <0.50 <0.501.92NA NA07/29/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/22/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/24/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/17/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/29/15<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.500.57<0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/28/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/20/15<0.50 <0.50 <0.50 <0.50 <1.1 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/26/16<0.50 <0.50 <0.50 <0.50 <1.2 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/16<0.50 <0.50 <0.50 <0.50 <1.3 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/16<0.50 <0.50 <0.50 <0.50 <1.4 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/14/16<0.50 <0.50 <0.50 <0.50 <1.5 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.5011.1<0.50 <0.50 <0.50 <1.50NA NA04/02/17<0.50 <0.50 <0.50 <0.50 <1.6 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/17<0.50 <0.50 <0.50 <0.50 <1.7 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50152<0.50 <0.50 <0.50 <1.50NA NA10/26/17<0.50 <0.50 <0.50 <0.50 <1.8 <0.501.4<0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.5029.3<0.50 <0.50 <0.50 <1.50NA NA01/22/18<0.50 <0.50 <0.50 <0.50 <1.9 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.5017.4<0.50 <0.50 <0.50 <1.50NA NA04/18/18<0.50 <0.50 <0.50 <0.50 <1.10 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <1.11 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <1.12 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/10/19<0.50 <0.50 <0.50 <0.50 <1.13 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <1.14 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/29/21<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.66 <0.24 <0.29 <0.48 <0.26 <0.50 <0.33 <0.34<4.5 NA07/28/21<0.34 <0.49 <0.40 <0.32 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.344.9NA01/13/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.0554.3NA03/21/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA06/10/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.342.5NA09/13/22<0.34 NR NR NR NR NR NR NR NR NR NR <0.30 <0.31 <0.33 NR NR <0.64 <0.34 <0.29 <0.48 NR <0.50 <0.33 <1.051.4NR05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500<6 NR1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.NC 2L Standard GCLs for GroundwaterMW‐10Compounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.Page 8 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds06/20/03ND NA NA NA NA NA NA ND NA ND NA ND ND NA NA ND NA NA NA ND NA NA NA NDNA NA03/12/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.019 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA06/04/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/30/12<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/01/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/19/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/29/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/22/13<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/20/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/24/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/17/14<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/29/15<0.50 <0.50 <0.50 <0.50 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/28/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/20/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/21/15<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/26/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/21/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/14/16<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/19/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/02/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/06/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/26/17<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/22/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA04/18/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.MW‐11NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. Page 9 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds06/20/036.3NA NA NA NA NA NA ND NA ND NA ND15NA NA ND NA NA NA ND NA NA NA NDNA NA04/07/07<1.0 NA NA NA NA NA NA NA NA NA NA <1.0 <1.0 NA NA <1.0 <1.0 NA NA <1.0 NA NA NA <3.0NA NA03/12/12<0.50 <5.0 <5.0 <5.0 NA <0.50 NA <0.019 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 <0.50 <0.50 <5.0 <0.50 <0.50 <1.50NA NA06/04/12<0.50 <5.0 <5.0 <5.0 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.50 <0.50 <5.0 <0.50 <0.50 <1.50NA NA10/30/122.4<5.0 <5.0 <5.0 NA <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <0.50 <0.50 NA <0.50 <2.0 <0.50 <0.505.9<5.0 <0.50 <0.502.9NA NA02/01/138.1<5.0 <5.0 <5.0 NA <0.50 NA <0.50 <0.50 <0.50 NA6.3<0.501.6NA <0.50 <2.02.7<0.5049.9<5.03.5 3.8 49.3NA NA04/19/1314.4<5.0 <5.0 <5.0 NA <0.50 NA <0.50 <0.50 <0.50 NA12.9 1.2 1.7NA <0.50 <2.03.1<0.50125<5.012.9 7.1 105.8NA NA07/29/13207<5.0 <5.0 <5.0 NA <0.50 NA <0.50 <0.50 <0.50 NA183 33.2 19.6NA <0.50 <2.021.4 5.2 2,090<5.0404 185 2,766NA NA10/22/13418<10.0 <10.0 <10.0 NA <10.0 NA <10.0 <10.0 <10.0 NA145 97.9 13.6NA <10.0 <40.010.8<10.02,290<10.01,020 370 5,520NA NA01/20/14377<10.0 <10.0 <10.0 NA <10.0 NA <10.0 <10.0 <10.0 NA155 276 10.9NA <10.0 <40.0 <10.0 <10.03,290<10.01,250 413 5,740NA NA04/21/14346<12.5 <12.5 <12.5 NA <12.5 NA <12.5 <12.5 <12.5 NA95.9 461<12.5 NA <12.5 <50.0 <12.5 <12.51,890<12.51,440 434 4,950NA NA07/24/14306<5.0 <5.0 <5.0 NA <5.0 NA <5.0 <5.0 <5.0 NA23 432<5.0 NA <5.0 <20.0 <5.0 <5.0843<5.01,210 387 3,550NA NA10/17/14418<6.2 <6.2 <6.2 NA <6.2 NA <6.2 <6.2 <6.2 NA90.8 485<6.2 NA <6.2 <25.0 <6.26.6 334<6.21,320 429 4,400NA NA01/29/15342<6.2 <6.2 <6.2 NA <6.2 NA <6.2 <6.2 <6.2 NA53.6 290<6.2 NA <6.2 <25.0 <6.2 <6.2154<6.2910 304 3,300NA NA04/28/15135<6.2 <6.2 <6.216.4 6.9 17.1<6.28.8<6.26.6 22.4 474<6.2 NA <6.2 <25.0 <6.2 <6.2188<6.2998 1200 2,198NA NA07/20/15310<5.0 <5.0 <5.0 <10.0 <5.0 <10.0 <5.0 <5.0 <5.0 <5.036.4 339<5.038.9<5.0 <20.0 <5.0 <5.068.2<5.0746 325 3,290NA NA10/21/15182<2.5 <2.5 <2.5 <5.0 <2.5 <5.0 <2.5 <2.5 <2.5 <2.522.4 257 3.7<10.0 <2.5 <10.0 <2.516.9 19.2<2.5440 173 1,660NA NA01/26/163.1<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.500.5 88.7<0.50 <1.02.6<2.0 <0.50 <0.500.93<0.505.5 4.7 24.7NA NA04/21/1613.8<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.501.7 42.4<0.50 <1.01.8<2.0 <0.50 <0.501.4<0.5014.6 5 38.4NA NA07/06/1620.9<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.502.4 27.7<0.50 <1.00.63<2.0 <0.50 <0.501.2<0.5026.4 9.3 51NA NA10/14/1670.5<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.500.54<0.504.8 82.3 0.69<1.0 <0.50 <2.0 <0.50 <0.503.5<0.5051.7 24.1 69.6NA NA01/19/17198<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.500.8<0.5014.6 145 0.69<1.00.55<2.0 <0.50 <0.504.4<0.50169 99.8 114.7NA NA04/12/1761.2<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.500.73<0.502.3 105<0.50 <1.00.54<2.0 <0.50 <0.500.65<0.5046.7 47.3 10.3NA NA07/06/1710.6<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.509.2<0.50 <1.0 <0.50 <2.0 <0.50 <0.500.9<0.506 5.4 5.6NA NA10/26/1714.9 0.59<0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.5027.2<0.50 <1.0 <0.50 <2.0 <0.50 <0.500.89<0.506.2 10.2 5.7NA NA01/22/1878.6<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.501.3 122<0.50 <1.00.6<2.0 <0.50 <0.502.3<0.5039.2 47.9 12.5NA NA04/18/181.1<0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.502<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.501.5 1.4 1.1NA NA07/30/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.502.1<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.50NA NA10/23/18<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.500.54<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50NA NA01/10/19<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.500.54<0.50 <2.0 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50NA NA02/07/20<0.50 <0.50 <0.50 <0.50 <1.0 <0.50 <1.0 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <2.0 <0.50 <0.500.54<0.500.43<0.501.86NA NA04/29/21<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.66 <0.24 <0.29 <0.48 <0.26 <0.50 <0.33 <0.34<4.5 NA07/28/21<0.34 <0.49 <0.40 <0.32 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.3427.4NA01/13/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA03/21/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.5 NA06/10/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <0.349.7NA09/13/22<0.34 NR NR NR NR NR NR NR NR NR NR <0.30 <0.31 <0.33 NR NR <0.64 <0.34 <0.29 <0.48 NR <0.50 <0.33 <1.0529.9NR05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.5006NR1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.MW‐12NC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.Page 10 of 11
Calculated 6010D 2540D‐2015Benzene Butylbenzene, n‐Butylbenzene, sec‐ Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoethane, 1,2‐ Dichloroethane, 1,1‐ Dichloroethane, 1,2‐ Dichloroethylene, 1‐1‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methylene Chloride Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Styrene Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐ Trimethylbenzene, 1,3,5‐Xylenes, total LeadTSS71‐43‐2 104‐51‐8 135‐98‐8 108‐90‐775‐00‐367‐66‐374‐87‐3 106‐93‐475‐34‐3 107‐06‐275‐35‐4 100‐41‐4 108‐20‐398‐82‐875‐09‐2 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐396‐18‐495‐63‐6 108‐67‐81330‐20‐7 7439‐92‐1‐‐‐TABLE B‐4SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTSFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCSampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic Compounds08/16/18126<5.0 <5.0 NA NA NA NA <5.0 NA NA NA311 21 27.4NA <5.0155<5.06.6 1,040<20720<5.01,750NA NA04/18/18454<12.5 <12.5 NA NA NA NA <12.5 NA NA NA518 118 30NA <12.5229<12.526.5 3,980<12.5590 151 3,113NA NA10/23/18363<12.5 <12.5 NA NA NA NA <12.5 NA NA NA473 126 32.4NA <12.5185<12.519.5 2,650<12.5639<12.52,634NA NA01/10/19287<10 <10 NA NA NA NA <10 NA NA NA104 104 43.4NA <10242<10 <102,590<10836 218 3,084NA NA02/23/21223<35.3 <24.6 <22.5 <58.5 <35.3 <41.5 <23.1 <24.4 <23.6 <21.81,660<63.480.9 203<44.4461<24.179.2 9,460<27.11,220<22.79,140NA NA07/28/21187<24.5 <20.0 <14.2 <32.4 <17.6 <27.0 <13.6 <18.4 <16.1 <17.4897 75.2 49.9<97.5 <21.1232 130 24.4 5,080<13.0876 241 5,12049.7NA01/13/2285.8<9.8 <8.0 <5.7 <13.0 <7.1 <10.8 <5.4 <7.3 <6.4 <7.0566 57.1 38.7<39.0 <8.4296 92.8 19.9 2,330<5.2716 211 3,360401NA03/21/2287.3<9.8 <8.0 <5.7 <13.0 <7.1 <10.8 <5.4 <7.3 <6.4 <7.0602 71.9 40.4 205<8.4237 108 19.7 2,430<5.2811 229 3,800576NA06/10/2209/13/2269NR NR NR NR NR NR NR NR NR NR484 43.4 33.5NR NR173 78.6 17.8 1,930NR667 186 3,180140NR05/17/2359.1 6.16 5.19<5.00 <10.0 <5.00 <5.00 <5.00 <5.00 <5.00 <5.00580 52.7 37.5<20.0 <10.0278 90.5 16.5 2,250<5.00828 232 4,44018NR08/16/18240<5.0 <5.0 NA NA NA NA <5.0 NA NA NA330 65.8 19.4NA <5.0229 27.5 7 1,510<5.01,120 337 4,210NA NA04/18/181,500<25 <25 NA NA NA NA <25 NA NA NA728 300 42.2NA <25487 69.8 46.5 9,270<251,430 374 8,640NA NA10/23/18928<25 <25 NA NA NA NA <25 NA NA NA309 340<25 NA <25359<2530.8 5,400<25941<255,890NA NA01/10/19917<20 <20 NA NA NA NA <20 NA NA NA411 302 28.4NA <20359<20 <204,770<201,360 351 6,500NA NA02/23/21<1.2 <1.8 <1.2 <1.1 <2.9 <1.8 <2.1 <1.2 <1.2 <1.3 <1.14.9<1.716.6<7.5 <2.2183<1.2 <1.310.7<1.4775<1.1135.9NA NA07/28/2136.6<19.6 <16.0 <11.4 <26.0 <14.1 <21.6 <10.9 <14.7 <12.9 <13.9495<12.330.4<78.0 <16.9370 37.7 37.3 4,170<10.41,050 282 5,22061.5NA01/13/2219.9J <19.6 <16.0 <11.4 <26.0 <14.1 <21.6 <10.9 <14.7 <12.9 <13.9131<12.3 <13.3 <78.0 <16.9404<13.625.9 4,380<10.41,100 342 4,310177NA03/21/2237.6<19.6 <16.0 <11.4 <26.0 <14.1 <21.6 <10.9 <14.7 <12.9 <13.9372<12.323.4 371<16.9292 29.2 39 5,310<10.41,150 336 4,89038.6NA06/10/2231.8<0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35515<0.3133.4 186<0.42405 53.9 56.8 5,480<0.261,260 403 5,100145NA09/13/2217.5NR NR NR NR NR NR NR NR NR NR138<6.214.6NR NR321 15 16.5 3,150NR898 291 3,980321NR05/17/23<50.0 <50.0 <50.0 <50.0 <100 <50.0 <50.0 <50.0 <50.0 <50.0 <50.0198<50.0 <50.0 <200 <100323<50.0 <50.03,380<50.01,110 334 4,24025NR01/13/2267.2<12.2 <10.0 <7.1 <16.2 <8.8 <13.5 <6.8 <9.2 <8.0 <8.7463 47.8 30.4<48.8 <10.6284 76.8 19.4 2,460<6.5719 206 3,2705.1<2.503/21/2268.9<9.8 <8.0 <5.7 <13.0 <7.1 <10.8 <5.4 <7.3 <6.4 <7.0492 55.8 36.8 288<8.4226 74.8 24.7 2,800<5.2829 240 3,720686<2.506/10/2249.5<0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35876<0.3146.3<2.0 <0.42327 87.6 67.8 8,330<0.26789 231 5,3205.9 8409/13/2263.5NR NR NR NR NR NR NR NR NR NR409 49.8 30.2NR NR262 67.5 16 2,280NR695 202 3,27095.8NR05/11/2372.0<50.0 <50.0 <50.0 <100 <50.0 <50.0 <50.0 <50.0 <50.0 <50.0775 61.0 54.1<200 <100301 143<50.02,670<50.01,210 342 4,940<6 NR01/13/2230.9<4.9 <4.0 <2.8 <6.5 <3.5 <5.4 <2.7 <3.7 <3.2 <3.5121 37.1 9<19.5 <4.2205 17.2 8 980<2.6366 98.6 1,602<4.5 <2.503/21/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.29 <0.48 <0.26 <0.50 <0.33 <1.05<4.54.406/10/22<0.34 <0.49 <0.40 <0.28 <0.65 <0.35 <0.54 <0.27 <0.37 <0.32 <0.35 <0.30 <0.31 <0.33 <2.0 <0.42 <0.64 <0.34 <0.290.57<0.26 <0.50 <0.33 <0.349.6 709/13/22<0.34 NR NR NR NR NR NR NR NR NR NR <0.30 <0.31 <0.33 NR NR <0.64 <0.34 <0.29 <0.48 NR <0.50 <0.33 <0.3411.2NR05/11/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.001.19<0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <6NRWSW‐106/30/23117<5.00 <5.00 <5.00 <10.0 <5.00 <5.00 <5.00 <5.00 <5.00 <5.005.64 673<5.00 <20.0 <10.0 <10.0 <5.00 <5.0013.3<5.0017.3<5.0019.6 224NRField Blank05/17/23<0.500 <0.500 <0.500 <0.500 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <2.00 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500<6 NR1 70 70 50 3,000 70 3 0.02 6 0.4 350 600 70 70 5 20 6 70 70 600 NL 400 400 500 15 NL5,000 5,900 8,800 50,000 NL 70,000 3,000 50 6,000 400 350,000 80,000 70,000 30,500 5,000 20,000 6,000 26,100 70,000 260,000 NL 28,500 24,100 50,000 15,000 NLNotes:1) All results provided in ug/L (micrograms per liter) or parts per billion.2)3)4) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.NL =  No Regulatory Limit EstablishedNA / ND / NR = Compound Not Analyzed or Not Detected or Not Reported by previous consultant.Result= Result Exceeds Laboratory Detection Limits.Result= Result Exceeds 2L Standard.Result= Result Exceeds GCL Value.EffluentNC 2L Standard GCLs for GroundwaterCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.RW‐4InfluentNOT SAMPLED ‐ RECOVERY PUMP NOT OPERATIONALRW‐1Page 11 of 11
Notes: 1)2) Location relative to groundwater flow is based on all groundwater flow data prior to 2022. 762010WSW-611445 NC Highway 801Mount Ulla, NC 28125Guilford Jeffery A. & Eustacia R. Hinton11445 NC Highway 801Mount Ulla, NC 28125WSW-8 76205711345 NC Highway 801Mount Ulla, NC 28125Guilford Michael D. & Mary L. Stanley11345 NC Highway 801Mount Ulla, NC 2812511235 NC Highway 801Mount Ulla, NC 28125Hodge Land Holdings LLCGuilford11265 NC Highway 801Mount Ulla, NC 28125762008WSW-5WSW-7 76201311555 NC Highway 801Mount Ulla, NC 28125Guilford Brian & Elsie B. Bennett11555 NC Highway 801Mount Ulla, NC 28125William R. HorneGuilfordGuilford Robert C. Hodge10865 NC Highway 801Mount Ulla, NC 28125Potable UnknownWSW-2 76100911470 NC Highway 801Mount Ulla, NC 28125Guilford James S. Coleman, Jr.11470 NC Highway 801Mount Ulla, NC 28125Potable UnknownWSW-4 762017Potable11525 NC Highway 801Mount Ulla, NC 28125UnknownPotable Unknown 335 EUnknown11260 NC Highway 801Mount Ulla, NC 2812510865 NC Highway 801Mount Ulla, NC 2812511550 NC Highway 801Mount Ulla, NC 2812511550 NC Highway 801Mount Ulla, NC 2812511525 NC Highway 801Mount Ulla, NC 28125WSW-1A 76102311260 NC Highway 801Mount Ulla, NC 28125995 SW Cross GradientDown Gradient800 WUp Gradient700 SW750 NE470 W Down GradientDown GradientPotable Unknown 345 SSW Cross GradientCross GradientCross Gradient810 SSE Up GradientPotable UnknownPotableWSW-1 761023 Guilford Robert C. Hodge InactiveWSW-3 761008 Guilford Melvin O. & Natalie B. Lambe PotableWell location address and property owner information was obtained from historical reporting for the incident as well as the Guilford County GIS Website.Well UseWell Depth(feet)Distance (ft)/ Direction from Source (feet)Location Relative to Groundwater FlowUnknownUnknown 100 NEWell IDParcelNumberProperty Address County Property Owner Property Owner AddressTABLE B-5APUBLIC & PRIVATE WATER SUPPLY WELL INFORMATIONFormer Community Cash and CarryIncident # 2703611330 NC Highway 801Mount Ulla, NCPage 1 of 1
Well ID
Top of 
Casing 
Elevation
(ft)
Well 
Diameter
 (in)
Depth of 
Well   
(ft‐BGS)
Well Status Date of 
Measurement
Depth To Water 
(ft‐BTOC)
Product 
Thickness (ft)
Groundwater 
Elevation
(ft)
MW‐1 789.28 Unknown 39 Abandoned 12/16/2002 26.75 ‐‐‐762.53
6/4/2012 24.40 ‐‐‐766.17
7/30/2012 NM ‐‐‐NM
10/30/2012 19.95 ‐‐‐770.62
2/1/2013 28.54 ‐‐‐762.03
4/19/2013 24.70 ‐‐‐765.87
7/29/2013 25.18 ‐‐‐765.39
10/22/2013 25.20 ‐‐‐765.37
1/20/2014 24.97 ‐‐‐765.60
4/21/2014 21.80 ‐‐‐768.77
7/24/2014 23.41 ‐‐‐767.16
10/17/2014 21.75 ‐‐‐768.82
1/30/2015 25.61 ‐‐‐764.96
5/5/2015 25.74 ‐‐‐764.83
7/20/2015 25.60 ‐‐‐764.97
10/21/2015 25.86 ‐‐‐764.71
1/26/2016 25.34 ‐‐‐765.23
4/21/2016 22.39 ‐‐‐768.18
7/6/2016 22.70 ‐‐‐767.87
10/14/2016 27.50 ‐‐‐763.07
1/19/2017 26.64 ‐‐‐763.93
4/12/2017 26.06 ‐‐‐764.51
7/6/2017 24.15 ‐‐‐766.42
10/26/2017 26.29 ‐‐‐764.28
1/22/2018 27.64 ‐‐‐762.93
4/18/2018 22.81 ‐‐‐767.76
7/30/2018 23.53 ‐‐‐767.04
10/23/2018 24.09 ‐‐‐766.48
1/10/2019 13.92 ‐‐‐776.65
2/7/2020 17.82 ‐‐‐772.75
2/23/2021 11.60 ‐‐‐778.97
7/28/2021 9.20 ‐‐‐781.37
1/13/2022 NM ‐‐‐NM
3/21/2022 NM ‐‐‐NM
6/10/2022 18.65 ‐‐‐771.92
5/17/2023 15.89 ‐‐‐774.68
MW‐1D 789.40 Unknown 58 Abandoned 12/16/2002 26.99 ‐‐‐762.41
6/4/2012 23.4 ‐‐‐766.74
7/30/2012 NM ‐‐‐NM
10/30/2012 26.74 ‐‐‐763.4
2/1/2013 28.44 ‐‐‐761.7
4/19/2013 26.60 ‐‐‐763.54
7/29/2013 23.85 ‐‐‐766.29
10/22/2013 24.20 ‐‐‐765.94
1/20/2014 24.65 ‐‐‐765.49
4/21/2014 20.24 ‐‐‐769.9
7/24/2014 21.55 ‐‐‐768.59
10/17/2014 23.52 ‐‐‐766.62
1/30/2015 26.92 ‐‐‐763.22
5/5/2015 25.30 ‐‐‐764.84
7/20/2015 25.49 ‐‐‐764.65
10/21/2015 28.49 ‐‐‐761.65
1/26/2016 26.98 ‐‐‐763.16
4/21/2016 25.88 ‐‐‐764.26
7/6/2016 24.67 ‐‐‐765.47
10/14/2016 27.79 ‐‐‐762.35
1/19/2017 28.50 ‐‐‐761.64
4/12/2017 26.89 ‐‐‐763.25
7/6/2017 23.70 ‐‐‐766.44
10/26/2017 26.48 ‐‐‐763.66
1/22/2018 27.23 ‐‐‐762.91
4/18/2018 23.82 ‐‐‐766.32
7/30/2018 23.59 ‐‐‐766.55
10/23/2018 23.55 ‐‐‐766.59
1/10/2019 17.30 ‐‐‐772.84
2/7/2020 17.02 ‐‐‐773.12
MW‐2 790.14 Unknown 39 Abandoned 12/16/2002 26.75 ‐‐‐763.39
MW‐2D 790.38 Unknown 58 12/16/2002 27.78 ‐‐‐762.60
1)2)NM = Not Measured
3)4)BTOC = Below Top of Casing
790.57 2
2790.14
Notes: Top of Casing (TOC) elevations & data provided prior to June 2022 by previous consultants.
BGS = Below Ground Surface
Mount Ulla, NC
TABLE B‐7
MONITORING WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former Community Cash and Carry
Incident # 27036
11330 NC Highway 801
MW‐1R
MW‐1DR
40
65
Well ID
Top of 
Casing 
Elevation
(ft)
Well 
Diameter
 (in)
Depth of 
Well   
(ft‐BGS)
Well Status Date of 
Measurement
Depth To Water 
(ft‐BTOC)
Product 
Thickness (ft)
Groundwater 
Elevation
(ft)
Mount Ulla, NC
TABLE B‐7
MONITORING WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former Community Cash and Carry
Incident # 27036
11330 NC Highway 801
1/6/2003 26.03 ‐‐‐762.47
6/4/2012 22.70 ‐‐‐765.8
7/30/2012 NM ‐‐‐NM
10/30/2012 26.30 ‐‐‐762.2
2/1/2013 27.33 ‐‐‐761.17
4/19/2013 24.78 ‐‐‐763.72
7/29/2013 23.08 ‐‐‐765.42
10/22/2013 23.14 ‐‐‐765.36
1/20/2014 22.24 ‐‐‐766.26
4/21/2014 19.75 ‐‐‐768.75
7/24/2014 20.48 ‐‐‐768.02
10/17/2014 23.63 ‐‐‐764.87
1/30/2015 24.61 ‐‐‐763.89
5/5/2015 22.90 ‐‐‐765.6
7/20/2015 25.06 ‐‐‐763.44
10/21/2015 27.09 ‐‐‐761.41
1/26/2016 24.35 ‐‐‐764.15
4/21/2016 20.96 ‐‐‐767.54
7/6/2016 21.65 ‐‐‐766.85
10/14/2016 24.62 ‐‐‐763.88
1/19/2017 25.82 ‐‐‐762.68
4/12/2017 24.65 ‐‐‐763.85
7/6/2017 23.38 ‐‐‐765.12
10/26/2017 25.60 ‐‐‐762.9
1/22/2018 26.87 ‐‐‐761.63
4/18/2018 23.30 ‐‐‐765.2
7/30/2018 22.98 ‐‐‐765.52
10/23/2018 21.52 ‐‐‐766.98
1/10/2019 16.28 ‐‐‐772.22
2/7/2020 16.68 ‐‐‐771.82
4/28/2021 13.45 ‐‐‐775.05
7/28/2021 16.76 ‐‐‐771.74
1/13/2022 20.58 ‐‐‐767.92
3/21/2022 18.64 ‐‐‐769.86
6/10/2022 18.90 ‐‐‐769.60
5/17/2023 16.28 ‐‐‐772.22
MW‐4 790.00 Unknown 37 Abandoned 1/6/2003 27.02 ‐‐‐763.0
1/6/2003 27.31 ‐‐‐762.69
6/4/2012 24.05 ‐‐‐765.95
7/30/2012 NM ‐‐‐NM
6/4/2012 24.05 ‐‐‐765.95
10/30/2012 27.71 ‐‐‐762.29
2/1/2013 28.79 ‐‐‐761.21
4/19/2013 26.52 ‐‐‐763.48
7/30/2013 24.40 ‐‐‐765.60
10/22/2013 24.43 ‐‐‐765.57
1/20/2014 24.03 ‐‐‐765.97
4/21/2014 21.05 ‐‐‐768.95
7/24/2014 21.38 ‐‐‐768.62
10/17/2014 23.88 ‐‐‐766.12
1/30/2015 25.93 ‐‐‐764.07
5/5/2015 24.19 ‐‐‐765.81
7/20/2015 26.25 ‐‐‐763.75
10/21/2015 28.45 ‐‐‐761.55
1/26/2016 25.60 ‐‐‐764.40
4/21/2016 22.32 ‐‐‐767.68
7/6/2016 23.00 ‐‐‐767.00
10/14/2016 26.69 ‐‐‐763.31
1/19/2017 27.49 ‐‐‐762.51
4/12/2017 26.48 ‐‐‐763.52
7/6/2017 24.64 ‐‐‐765.36
10/26/2017 27.55 ‐‐‐762.45
1/22/2018 28.12 ‐‐‐761.88
4/18/2018 24.52 ‐‐‐765.48
7/30/2018 24.12 ‐‐‐765.88
10/23/2018 23.14 ‐‐‐766.86
1/10/2019 17.75 ‐‐‐772.25
2/7/2020 18.14 ‐‐‐771.86
2/232021 11.70 ‐‐‐778.30
7/28/2021 17.99 ‐‐‐772.01
1/13/2022 22.26 ‐‐‐767.74
3/21/2022 20.24 ‐‐‐769.76
6/10/2022 19.85 ‐‐‐770.15
5/17/2023 17.73 ‐‐‐772.27
1)2)NM = Not Measured
3)4)BTOC = Below Top of Casing
1
Notes: Top of Casing (TOC) elevations & data provided prior to June 2022 by previous consultants.
BGS = Below Ground Surface
41
788.50 1
790.00
MW‐3
MW‐5
42
Well ID
Top of 
Casing 
Elevation
(ft)
Well 
Diameter
 (in)
Depth of 
Well   
(ft‐BGS)
Well Status Date of 
Measurement
Depth To Water 
(ft‐BTOC)
Product 
Thickness (ft)
Groundwater 
Elevation
(ft)
Mount Ulla, NC
TABLE B‐7
MONITORING WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former Community Cash and Carry
Incident # 27036
11330 NC Highway 801
6/4/2012 16.34 ‐‐‐765.22
7/30/2012 17.90 ‐‐‐763.66
10/30/2012 20.02 ‐‐‐761.54
2/1/2013 20.10 ‐‐‐761.46
4/19/2013 17.24 ‐‐‐764.32
7/29/2013 16.73 ‐‐‐764.83
10/22/2013 16.56 ‐‐‐765.00
1/20/2014 14.07 ‐‐‐767.49
4/21/2014 15.78 ‐‐‐765.78
7/24/2014 12.31 ‐‐‐769.25
10/17/2014 16.35 ‐‐‐765.21
1/29/2015 17.47 ‐‐‐764.09
5/5/2015 15.94 ‐‐‐765.62
7/20/2015 18.49 ‐‐‐763.07
10/21/2015 21.24 ‐‐‐760.32
1/26/2016 17.19 ‐‐‐764.37
4/21/2016 14.53 ‐‐‐767.03
7/6/2016 15.77 ‐‐‐765.79
10/14/2016 19.06 ‐‐‐762.50
1/19/2017 19.68 ‐‐‐761.88
4/12/2017 17.93 ‐‐‐763.63
7/6/2017 15.65 ‐‐‐765.91
10/26/2017 18.80 ‐‐‐762.76
1/22/2018 19.86 ‐‐‐761.70
4/18/2018 16.52 ‐‐‐765.04
7/30/2018 16.39 ‐‐‐765.17
10/23/2018 11.88 ‐‐‐769.68
1/10/2019 8.10 ‐‐‐773.46
2/7/2020 12.14 ‐‐‐769.42
1/13/2022 NM ‐‐‐NM
6/10/2022 NM ‐‐‐NM
5/17/2023
6/4/2012 20.58 ‐‐‐765.42
7/30/2012 NM ‐‐‐NM
10/30/2012 24.28 ‐‐‐761.72
2/1/2013 25.03 ‐‐‐760.97
4/19/2013 22.80 ‐‐‐763.20
7/29/2013 21.15 ‐‐‐764.85
10/22/2013 20.98 ‐‐‐765.02
1/20/2014 19.95 ‐‐‐766.05
4/21/2014 17.09 ‐‐‐768.91
7/24/2014 17.52 ‐‐‐768.48
10/17/2014 20.67 ‐‐‐765.33
1/30/2015 21.85 ‐‐‐764.15
5/5/2015 20.27 ‐‐‐765.73
7/20/2015 22.91 ‐‐‐763.09
10/21/2015 25.59 ‐‐‐760.41
1/26/2016 21.63 ‐‐‐764.37
4/21/2016 18.93 ‐‐‐767.07
7/6/2016 20.00 ‐‐‐766.00
10/14/2016 23.44 ‐‐‐762.56
1/19/2017 24.21 ‐‐‐761.79
4/12/2017 22.71 ‐‐‐763.29
7/6/2017 20.93 ‐‐‐765.07
10/26/2017 23.2 ‐‐‐762.80
1/22/2018 24.18 ‐‐‐761.82
4/18/2018 20.95 ‐‐‐765.05
7/30/2018 20.89 ‐‐‐765.11
10/23/2018 19.29 ‐‐‐766.71
1/10/2019 14.57 ‐‐‐771.43
2/7/2020 13.85 ‐‐‐772.15
1)2)NM = Not Measured
3)4)BTOC = Below Top of Casing
MW‐6 781.56 1 30.5
37
Not Located
Notes: Top of Casing (TOC) elevations & data provided prior to June 2022 by previous consultants.
MW‐71786.00
BGS = Below Ground Surface
Well ID
Top of 
Casing 
Elevation
(ft)
Well 
Diameter
 (in)
Depth of 
Well   
(ft‐BGS)
Well Status Date of 
Measurement
Depth To Water 
(ft‐BTOC)
Product 
Thickness (ft)
Groundwater 
Elevation
(ft)
Mount Ulla, NC
TABLE B‐7
MONITORING WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former Community Cash and Carry
Incident # 27036
11330 NC Highway 801
6/4/2012 22.20 ‐‐‐765.42
7/30/2012 23.68 ‐‐‐763.94
10/30/2012 25.77 ‐‐‐761.85
2/1/2013 26.15 ‐‐‐761.47
4/19/2013 24.25 ‐‐‐763.37
7/29/2013 22.40 ‐‐‐765.22
10/22/2013 22.77 ‐‐‐764.85
1/20/2014 21.42 ‐‐‐766.20
4/21/2014 18.83 ‐‐‐768.79
7/24/2014 18.50 ‐‐‐769.12
10/17/2014 22.34 ‐‐‐765.28
1/29/2015 23.35 ‐‐‐764.27
5/5/2015 21.20 ‐‐‐766.42
7/20/2015 24.65 ‐‐‐762.97
10/21/2015 26.85 ‐‐‐760.77
1/26/2016 23.04 ‐‐‐764.58
4/21/2016 20.21 ‐‐‐767.41
7/6/2016 21.59 ‐‐‐766.03
10/14/2016 24.70 ‐‐‐762.92
1/19/2017 25.59 ‐‐‐762.03
4/12/2017 20.92 ‐‐‐766.70
7/6/2017 22.15 ‐‐‐765.47
10/26/2017 24.10 ‐‐‐763.52
1/22/2018 25.36 ‐‐‐762.26
4/18/2018 22.25 ‐‐‐765.37
7/30/2018 22.18 ‐‐‐765.44
10/23/2018 21.00 ‐‐‐766.62
1/10/2019 15.68 ‐‐‐771.94
2/7/2020 14.53 ‐‐‐773.09
4/28/2021 11.65 ‐‐‐775.97
7/28/2021 16.66 ‐‐‐770.96
1/13/2022 20.19 ‐‐‐767.43
3/21/2022 18.03 ‐‐‐769.59
6/10/2022 18.05 ‐‐‐769.57
5/17/2023 16.00 ‐‐‐771.62
6/4/2012 24.75 ‐‐‐765.25
7/30/2012 25.98 ‐‐‐764.02
10/30/2012 28.46 ‐‐‐761.54
2/1/2013 28.15 ‐‐‐761.85
4/19/2013 27.55 ‐‐‐762.45
7/29/2013 25.32 ‐‐‐764.68
10/22/2013 25.08 ‐‐‐764.92
1/20/2014 24.75 ‐‐‐765.25
4/21/2014 21.74 ‐‐‐768.26
7/24/2014 21.90 ‐‐‐768.10
10/17/2014 24.57 ‐‐‐765.43
1/29/2015 27.33 ‐‐‐762.67
5/5/2015 24.75 ‐‐‐765.25
7/20/2015 27.75 ‐‐‐762.25
10/21/2015 Dry ‐‐‐DRY
1/26/2016 27.80 ‐‐‐762.20
4/21/2016 22.83 ‐‐‐767.17
7/6/2016 23.82 ‐‐‐766.18
10/14/2016 27.26 ‐‐‐762.74
1/19/2017 28.85 ‐‐‐761.15
4/12/2017 28.41 ‐‐‐761.59
7/6/2017 25.30 ‐‐‐764.70
1/22/2018 28.80 ‐‐‐761.20
4/18/2018 25.43 ‐‐‐764.57
7/30/2018 25.11 ‐‐‐764.89
10/23/2018 23.89 ‐‐‐766.11
1/10/2019 18.65 ‐‐‐771.35
2/7/2020 19.03 ‐‐‐770.97
4/28/2021 14.94 ‐‐‐775.06
7/28/2021 18.81 ‐‐‐771.19
1/13/2022 23.01 ‐‐‐766.99
3/21/2022 21.10 ‐‐‐768.90
6/10/2022 20.60 ‐‐‐769.40
5/17/2023 18.46 ‐‐‐771.54
1)2)NM = Not Measured
3)4)BTOC = Below Top of Casing
Notes: Top of Casing (TOC) elevations & data provided prior to June 2022 by previous consultants.
BGS = Below Ground Surface
MW‐8
MW‐10
37
301790.00
1787.62
Well ID
Top of 
Casing 
Elevation
(ft)
Well 
Diameter
 (in)
Depth of 
Well   
(ft‐BGS)
Well Status Date of 
Measurement
Depth To Water 
(ft‐BTOC)
Product 
Thickness (ft)
Groundwater 
Elevation
(ft)
Mount Ulla, NC
TABLE B‐7
MONITORING WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former Community Cash and Carry
Incident # 27036
11330 NC Highway 801
6/4/2012 26.61 ‐‐‐764.73
7/30/2012 28.62 ‐‐‐762.72
10/30/2012 30.36 ‐‐‐760.98
2/1/2013 30.34 ‐‐‐761
4/19/2013 28.15 ‐‐‐763.19
7/29/2013 26.74 ‐‐‐764.6
10/22/2013 26.83 ‐‐‐764.51
1/20/2014 25.23 ‐‐‐766.11
4/21/2014 22.61 ‐‐‐768.73
7/24/2014 24.07 ‐‐‐767.27
10/17/2014 26.71 ‐‐‐764.63
1/30/2015 27.45 ‐‐‐763.89
5/5/2015 25.78 ‐‐‐765.56
7/20/2015 25.15 ‐‐‐766.19
10/21/2015 31.53 ‐‐‐759.81
1/26/2016 27.16 ‐‐‐764.18
4/21/2016 24.49 ‐‐‐766.85
7/6/2016 26.19 ‐‐‐765.15
10/14/2016 29.53 ‐‐‐761.81
1/19/2017 30.08 ‐‐‐761.26
4/12/2017 28.41 ‐‐‐762.93
7/6/2017 26.63 ‐‐‐764.71
10/26/2017 29.22 ‐‐‐762.12
1/22/2018 30.12 ‐‐‐761.22
4/18/2018 26.48 ‐‐‐764.86
7/30/2018 27.42 ‐‐‐763.92
10/23/2018 25.08 ‐‐‐766.26
1/10/2019 19.50 ‐‐‐771.84
2/7/2020 18.73 ‐‐‐772.61
6/4/2012 23.45 ‐‐‐765.11
7/30/2012 NM ‐‐‐NM
10/30/2012 26.58 ‐‐‐761.98
2/1/2013 26.75 ‐‐‐761.81
4/19/2013 25.03 ‐‐‐763.53
7/29/2013 22.98 ‐‐‐765.58
10/22/2013 23.30 ‐‐‐765.26
1/20/2014 21.33 ‐‐‐767.23
4/21/2014 19.09 ‐‐‐769.47
7/24/2014 19.97 ‐‐‐768.59
10/17/2014 22.93 ‐‐‐765.63
1/30/2015 24.01 ‐‐‐764.55
5/5/2015 22.72 ‐‐‐765.84
7/20/2015 28.90 ‐‐‐759.66
10/21/2015 27.49 ‐‐‐761.07
1/26/2016 23.70 ‐‐‐764.86
4/21/2016 20.75 ‐‐‐767.81
7/6/2016 21.80 ‐‐‐766.76
10/14/2016 25.11 ‐‐‐763.45
1/19/2017 26.34 ‐‐‐762.22
4/12/2017 24.53 ‐‐‐764.03
7/6/2017 22.48 ‐‐‐766.08
10/26/2017 25.44 ‐‐‐763.12
1/22/2018 26.80 ‐‐‐761.76
4/18/2018 22.84 ‐‐‐765.72
7/30/2018 23.46 ‐‐‐765.1
10/23/2018 20.98 ‐‐‐767.58
1/10/2019 15.77 ‐‐‐772.79
2/7/2020 14.21 ‐‐‐774.35
4/28/2021 12.73 ‐‐‐775.83
7/28/2021 16.97 ‐‐‐771.59
1/13/2022 20.45 ‐‐‐768.11
3/21/2022 18.16 ‐‐‐770.4
6/10/2022 18.60 ‐‐‐769.96
5/17/2023 16.52 ‐‐‐772.04
1)2)NM = Not Measured
3)4)BTOC = Below Top of Casing
MW‐11
MW‐12
Top of Casing (TOC) elevations & data provided prior to June 2022 by previous consultants.
BGS = Below Ground Surface
Notes: 
30
301788.56
2791.34

APPENDIX A
LABORATORY ANALYTICAL REPORT & CHAIN OF CUSTODY

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

5/26/2023
Withers & Ravenel Flora D'Souza
424 Gallimore Dairy Road, Suite C Greensboro, NC, 27409
Ref: Analytical Testing
Lab Report Number: 23-139-0008 Client Project Description: Community Cash and Carry
23-0307-Z
Dear Flora D'Souza:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/19/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 56
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-139-0008
Page 2 of 56
Report Number:
Sample Summary Table
Client Project Description:
23-139-0008
Community Cash and Carry
23-0307-Z
Lab No Client Sample ID Matrix Date Collected Date Received
05/17/2023 11:50Aqueous 96551 MW-1R 05/19/2023 10:40
05/17/2023 12:25Aqueous 96552 MW-3 05/19/2023 10:40
05/17/2023 13:00Aqueous 96553 MW-5 05/19/2023 10:40
05/17/2023 13:35Aqueous 96554 MW-8 05/19/2023 10:40
05/17/2023 14:10Aqueous 96555 MW-10 05/19/2023 10:40
05/17/2023 14:45Aqueous 96556 MW-12 05/19/2023 10:40
05/17/2023 15:10Aqueous 96557 RW-1 05/19/2023 10:40
05/17/2023 15:30Aqueous 96558 RW-4 05/19/2023 10:40
05/17/2023 15:45Aqueous 96559 Field Blank 05/19/2023 10:40
Page 3 of 56
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-139-0008
Report Limit
Project:Community Cash and Carry
V 96557RW-1
59.1 05/24/2023 06:236200BBenzeneµg/L 5.00
6.16 05/24/2023 06:236200Bn-Butylbenzene µg/L 5.00
5.19 05/24/2023 06:236200Bsec-Butyl benzene µg/L 5.00
52.7 05/24/2023 06:236200BDi-Isopropyl Ether (DIPE)µg/L 5.00
580 05/24/2023 06:236200BEthylbenzeneµg/L 5.00
37.5 05/24/2023 06:236200BIsopropylbenzeneµg/L 5.00
278 05/24/2023 06:236200BNaphthaleneµg/L 10.0
90.5 05/24/2023 06:236200Bn-Propylbenzene µg/L 5.00
16.5 05/24/2023 06:236200BStyreneµg/L 5.00
2250 05/24/2023 20:596200BTolueneµg/L 50.0
828 05/24/2023 06:236200B1,2,4-Trimethylbenzene µg/L 5.00
232 05/24/2023 06:236200B1,3,5-Trimethylbenzene µg/L 5.00
1400 05/24/2023 20:596200Bo-Xylene µg/L 50.0
3040 05/24/2023 20:596200Bm,p-Xylene µg/L 100
4440 05/24/2023 20:596200BXylene (Total)µg/L 50.0
V 96558RW-4
198 05/24/2023 07:116200BEthylbenzeneµg/L 50.0
323 05/24/2023 07:116200BNaphthaleneµg/L 100
3380 05/24/2023 07:116200BTolueneµg/L 50.0
1110 05/24/2023 07:116200B1,2,4-Trimethylbenzene µg/L 50.0
334 05/24/2023 07:116200B1,3,5-Trimethylbenzene µg/L 50.0
1320 05/24/2023 07:116200Bo-Xylene µg/L 50.0
2920 05/24/2023 07:116200Bm,p-Xylene µg/L 100
4240 05/24/2023 07:116200BXylene (Total)µg/L 50.0
Page 4 of 56

Client: Withers & Ravenel CASE NARRATIVE
Project: Community Cash and Carry Lab Report Number: 23-139-0008
Date: 5/26/2023
Volatile Organic Compounds - GC/MS Method 6200B Analyte: Carbon Tetrachloride QC Batch No: V33557/V33556
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: 1,2-Dibromo-3-chloropropane QC Batch No: V33670/V33556
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.

Page 5 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-1R
96551 Matrix:
5/17/2023 11:50
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/22/23 23:50 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/22/23 23:50 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/22/23 23:50 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/22/23 23:50 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-1R
96551 Matrix:
5/17/2023 11:50
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/22/23 23:50 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/22/23 23:50 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/22/23 23:50 6200BMSA
<200 µg/L 200Ethanol 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/22/23 23:50 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/22/23 23:50 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/22/23 23:50 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/22/23 23:50 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-1R
96551 Matrix:
5/17/2023 11:50
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/22/23 23:50 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/22/23 23:50 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/22/23 23:50 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/22/23 23:50 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-1R
96551 Matrix:
5/17/2023 11:50
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/22/23 23:50 6200B
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130%05/22/23 23:501 MSA V33557
Surrogate: Dibromofluoromethane 100 Limits: 70-130%05/22/23 23:501 MSA V33557
Surrogate: 1,2-Dichloroethane - d4 98.4 Limits: 70-130%05/22/23 23:501 MSA V33557
Surrogate: Toluene-d8 95.0 Limits: 70-130%05/22/23 23:501 MSA V33557
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 9 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-3
96552 Matrix:
5/17/2023 12:25
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/23/23 00:18 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/23/23 00:18 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/23/23 00:18 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/23/23 00:18 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 10 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-3
96552 Matrix:
5/17/2023 12:25
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/23/23 00:18 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/23/23 00:18 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/23/23 00:18 6200BMSA
<200 µg/L 200Ethanol 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/23/23 00:18 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/23/23 00:18 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/23/23 00:18 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/23/23 00:18 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 11 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-3
96552 Matrix:
5/17/2023 12:25
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/23/23 00:18 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/23/23 00:18 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/23/23 00:18 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/23/23 00:18 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 12 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-3
96552 Matrix:
5/17/2023 12:25
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/23/23 00:18 6200B
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130%05/23/23 00:181 MSA V33557
Surrogate: Dibromofluoromethane 99.2 Limits: 70-130%05/23/23 00:181 MSA V33557
Surrogate: 1,2-Dichloroethane - d4 98.8 Limits: 70-130%05/23/23 00:181 MSA V33557
Surrogate: Toluene-d8 93.4 Limits: 70-130%05/23/23 00:181 MSA V33557
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 13 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-5
96553 Matrix:
5/17/2023 13:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/23/23 00:45 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/23/23 00:45 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/23/23 00:45 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/23/23 00:45 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 14 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-5
96553 Matrix:
5/17/2023 13:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/23/23 00:45 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/23/23 00:45 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/23/23 00:45 6200BMSA
<200 µg/L 200Ethanol 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/23/23 00:45 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/23/23 00:45 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/23/23 00:45 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/23/23 00:45 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 15 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-5
96553 Matrix:
5/17/2023 13:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/23/23 00:45 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/23/23 00:45 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/23/23 00:45 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/23/23 00:45 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 16 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-5
96553 Matrix:
5/17/2023 13:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/23/23 00:45 6200B
Surrogate: 4-Bromofluorobenzene 96.2 Limits: 70-130%05/23/23 00:451 MSA V33557
Surrogate: Dibromofluoromethane 101 Limits: 70-130%05/23/23 00:451 MSA V33557
Surrogate: 1,2-Dichloroethane - d4 100 Limits: 70-130%05/23/23 00:451 MSA V33557
Surrogate: Toluene-d8 94.8 Limits: 70-130%05/23/23 00:451 MSA V33557
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 17 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-8
96554 Matrix:
5/17/2023 13:35
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/23/23 01:13 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/23/23 01:13 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/23/23 01:13 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/23/23 01:13 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 18 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-8
96554 Matrix:
5/17/2023 13:35
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/23/23 01:13 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/23/23 01:13 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/23/23 01:13 6200BMSA
<200 µg/L 200Ethanol 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/23/23 01:13 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/23/23 01:13 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/23/23 01:13 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/23/23 01:13 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 19 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-8
96554 Matrix:
5/17/2023 13:35
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/23/23 01:13 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/23/23 01:13 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/23/23 01:13 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/23/23 01:13 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 20 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-8
96554 Matrix:
5/17/2023 13:35
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/23/23 01:13 6200B
Surrogate: 4-Bromofluorobenzene 98.0 Limits: 70-130%05/23/23 01:131 MSA V33557
Surrogate: Dibromofluoromethane 101 Limits: 70-130%05/23/23 01:131 MSA V33557
Surrogate: 1,2-Dichloroethane - d4 100 Limits: 70-130%05/23/23 01:131 MSA V33557
Surrogate: Toluene-d8 95.8 Limits: 70-130%05/23/23 01:131 MSA V33557
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 21 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-10
96555 Matrix:
5/17/2023 14:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/24/23 01:06 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/24/23 01:06 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/24/23 01:06 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/24/23 01:06 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 22 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-10
96555 Matrix:
5/17/2023 14:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/24/23 01:06 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/24/23 01:06 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/24/23 01:06 6200BMSA
<200 µg/L 200Ethanol 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/24/23 01:06 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/24/23 01:06 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/24/23 01:06 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/24/23 01:06 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 23 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-10
96555 Matrix:
5/17/2023 14:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/24/23 01:06 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/24/23 01:06 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/24/23 01:06 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/24/23 01:06 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 24 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-10
96555 Matrix:
5/17/2023 14:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/24/23 01:06 6200B
Surrogate: 4-Bromofluorobenzene 104 Limits: 70-130%05/24/23 01:061 MSA V33606
Surrogate: Dibromofluoromethane 102 Limits: 70-130%05/24/23 01:061 MSA V33606
Surrogate: 1,2-Dichloroethane - d4 100 Limits: 70-130%05/24/23 01:061 MSA V33606
Surrogate: Toluene-d8 99.6 Limits: 70-130%05/24/23 01:061 MSA V33606
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 25 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-12
96556 Matrix:
5/17/2023 14:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/24/23 01:30 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/24/23 01:30 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/24/23 01:30 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/24/23 01:30 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 26 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-12
96556 Matrix:
5/17/2023 14:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/24/23 01:30 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/24/23 01:30 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/24/23 01:30 6200BMSA
<200 µg/L 200Ethanol 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/24/23 01:30 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/24/23 01:30 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/24/23 01:30 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/24/23 01:30 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 27 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-12
96556 Matrix:
5/17/2023 14:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/24/23 01:30 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/24/23 01:30 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/24/23 01:30 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/24/23 01:30 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 28 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:MW-12
96556 Matrix:
5/17/2023 14:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/24/23 01:30 6200B
Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130%05/24/23 01:301 MSA V33606
Surrogate: Dibromofluoromethane 101 Limits: 70-130%05/24/23 01:301 MSA V33606
Surrogate: 1,2-Dichloroethane - d4 99.8 Limits: 70-130%05/24/23 01:301 MSA V33606
Surrogate: Toluene-d8 99.8 Limits: 70-130%05/24/23 01:301 MSA V33606
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 29 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-1
96557 Matrix:
5/17/2023 15:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<100 µg/L 100Acetone 10 05/24/23 06:23 6200BMSA
59.1 µg/L 5.00Benzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Bromobenzene 10 05/24/23 06:23 6200BMSA
<10.0 µg/L 10.0Bromochloromethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Bromodichloromethane 10 05/24/23 06:23 6200BMSA
<50.0 µg/L 50.0Bromoform 10 05/24/23 06:23 6200BMSA
<10.0 µg/L 10.0Bromomethane 10 05/24/23 06:23 6200BMSA
6.16 µg/L 5.00n-Butylbenzene 10 05/24/23 06:23 6200BMSA
5.19 µg/L 5.00sec-Butyl benzene 10 05/24/23 06:23 6200BMSA
<20.0 µg/L 20.0tert-Butyl benzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Carbon Tetrachloride 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Chlorobenzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Chlorodibromomethane 10 05/24/23 06:23 6200BMSA
<10.0 µg/L 10.0Chloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Chloroform 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Chloromethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.002-Chlorotoluene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.004-Chlorotoluene 10 05/24/23 06:23 6200BMSA
<20.0 µg/L 20.01,2-Dibromo-3-Chloropropane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,2-Dibromoethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Dibromomethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,2-Dichlorobenzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,3-Dichlorobenzene 10 05/24/23 06:23 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 30 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-1
96557 Matrix:
5/17/2023 15:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<5.00 µg/L 5.001,4-Dichlorobenzene 10 05/24/23 06:23 6200BMSA
<50.0 µg/L 50.0Dichlorodifluoromethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1-Dichloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,2-Dichloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1-Dichloroethene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00cis-1,2-Dichloroethene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00trans-1,2-Dichloroethene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,2-Dichloropropane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,3-Dichloropropane 10 05/24/23 06:23 6200BMSA
<20.0 µg/L 20.02,2-Dichloropropane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1-Dichloropropene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00cis-1,3-Dichloropropene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00trans-1,3-Dichloropropene 10 05/24/23 06:23 6200BMSA
<2000 µg/L 2000Ethanol 10 05/24/23 06:23 6200BMSA
580 µg/L 5.00Ethylbenzene 10 05/24/23 06:23 6200BMSA
<30.0 µg/L 30.0Hexachlorobutadiene 10 05/24/23 06:23 6200BMSA
52.7 µg/L 5.00Di-Isopropyl Ether (DIPE)10 05/24/23 06:23 6200BMSA
37.5 µg/L 5.00Isopropylbenzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.004-Isopropyl toluene 10 05/24/23 06:23 6200BMSA
<10.0 µg/L 10.02-Hexanone 10 05/24/23 06:23 6200BMSA
<50.0 µg/L 50.0Methyl Ethyl Ketone (MEK)10 05/24/23 06:23 6200BMSA
<20.0 µg/L 20.0Methylene Chloride 10 05/24/23 06:23 6200BMSA
<10.0 µg/L 10.0Methyl tert-butyl ether (MTBE)10 05/24/23 06:23 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 31 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-1
96557 Matrix:
5/17/2023 15:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.04-Methyl-2-Pentanone 10 05/24/23 06:23 6200BMSA
278 µg/L 10.0Naphthalene 10 05/24/23 06:23 6200BMSA
90.5 µg/L 5.00n-Propylbenzene 10 05/24/23 06:23 6200BMSA
16.5 µg/L 5.00Styrene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1,1,2-Tetrachloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1,2,2-Tetrachloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Tetrachloroethene 10 05/24/23 06:23 6200BMSA
2250 µg/L 50.0Toluene 100 05/24/23 20:59 6200BMSA
<5.00 µg/L 5.001,2,3-Trichlorobenzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,2,4-Trichlorobenzene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1,1-Trichloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,1,2-Trichloroethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Trichloroethene 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Trichlorofluoromethane 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.001,2,3-Trichloropropane 10 05/24/23 06:23 6200BMSA
828 µg/L 5.001,2,4-Trimethylbenzene 10 05/24/23 06:23 6200BMSA
232 µg/L 5.001,3,5-Trimethylbenzene 10 05/24/23 06:23 6200BMSA
<50.0 µg/L 50.0Vinyl Acetate 10 05/24/23 06:23 6200BMSA
<5.00 µg/L 5.00Vinyl Chloride 10 05/24/23 06:23 6200BMSA
3040 µg/L 100m,p-Xylene 100 05/24/23 20:59 6200BMSA
1400 µg/L 50.0o-Xylene 100 05/24/23 20:59 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 32 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-1
96557 Matrix:
5/17/2023 15:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
4440 µg/L 50.0Xylene (Total)100 05/24/23 20:59 6200B
Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130%05/24/23 06:2310 MSA V33606
Surrogate: Dibromofluoromethane 99.8 Limits: 70-130%05/24/23 06:2310 MSA V33606
Surrogate: 1,2-Dichloroethane - d4 98.6 Limits: 70-130%05/24/23 06:2310 MSA V33606
Surrogate: Toluene-d8 101 Limits: 70-130%05/24/23 06:2310 MSA V33606
Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130%05/24/23 20:59100 MSA V33670
Surrogate: Dibromofluoromethane 99.8 Limits: 70-130%05/24/23 20:59100 MSA V33670
Surrogate: 1,2-Dichloroethane - d4 106 Limits: 70-130%05/24/23 20:59100 MSA V33670
Surrogate: Toluene-d8 98.6 Limits: 70-130%05/24/23 20:59100 MSA V33670
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 33 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-4
96558 Matrix:
5/17/2023 15:30
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1000 µg/L 1000Acetone 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Benzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Bromobenzene 100 05/24/23 07:11 6200BMSA
<100 µg/L 100Bromochloromethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Bromodichloromethane 100 05/24/23 07:11 6200BMSA
<500 µg/L 500Bromoform 100 05/24/23 07:11 6200BMSA
<100 µg/L 100Bromomethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0n-Butylbenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0sec-Butyl benzene 100 05/24/23 07:11 6200BMSA
<200 µg/L 200tert-Butyl benzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Carbon Tetrachloride 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Chlorobenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Chlorodibromomethane 100 05/24/23 07:11 6200BMSA
<100 µg/L 100Chloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Chloroform 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Chloromethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.02-Chlorotoluene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.04-Chlorotoluene 100 05/24/23 07:11 6200BMSA
<200 µg/L 2001,2-Dibromo-3-Chloropropane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2-Dibromoethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Dibromomethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2-Dichlorobenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,3-Dichlorobenzene 100 05/24/23 07:11 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 34 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-4
96558 Matrix:
5/17/2023 15:30
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<50.0 µg/L 50.01,4-Dichlorobenzene 100 05/24/23 07:11 6200BMSA
<500 µg/L 500Dichlorodifluoromethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1-Dichloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2-Dichloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1-Dichloroethene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0cis-1,2-Dichloroethene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0trans-1,2-Dichloroethene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2-Dichloropropane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,3-Dichloropropane 100 05/24/23 07:11 6200BMSA
<200 µg/L 2002,2-Dichloropropane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1-Dichloropropene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0cis-1,3-Dichloropropene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0trans-1,3-Dichloropropene 100 05/24/23 07:11 6200BMSA
<20000 µg/L 20000Ethanol 100 05/24/23 07:11 6200BMSA
198 µg/L 50.0Ethylbenzene 100 05/24/23 07:11 6200BMSA
<300 µg/L 300Hexachlorobutadiene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Di-Isopropyl Ether (DIPE)100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Isopropylbenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.04-Isopropyl toluene 100 05/24/23 07:11 6200BMSA
<100 µg/L 1002-Hexanone 100 05/24/23 07:11 6200BMSA
<500 µg/L 500Methyl Ethyl Ketone (MEK)100 05/24/23 07:11 6200BMSA
<200 µg/L 200Methylene Chloride 100 05/24/23 07:11 6200BMSA
<100 µg/L 100Methyl tert-butyl ether (MTBE)100 05/24/23 07:11 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 35 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-4
96558 Matrix:
5/17/2023 15:30
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<100 µg/L 1004-Methyl-2-Pentanone 100 05/24/23 07:11 6200BMSA
323 µg/L 100Naphthalene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0n-Propylbenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Styrene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1,1,2-Tetrachloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1,2,2-Tetrachloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Tetrachloroethene 100 05/24/23 07:11 6200BMSA
3380 µg/L 50.0Toluene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2,3-Trichlorobenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2,4-Trichlorobenzene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1,1-Trichloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,1,2-Trichloroethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Trichloroethene 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Trichlorofluoromethane 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.01,2,3-Trichloropropane 100 05/24/23 07:11 6200BMSA
1110 µg/L 50.01,2,4-Trimethylbenzene 100 05/24/23 07:11 6200BMSA
334 µg/L 50.01,3,5-Trimethylbenzene 100 05/24/23 07:11 6200BMSA
<500 µg/L 500Vinyl Acetate 100 05/24/23 07:11 6200BMSA
<50.0 µg/L 50.0Vinyl Chloride 100 05/24/23 07:11 6200BMSA
2920 µg/L 100m,p-Xylene 100 05/24/23 07:11 6200BMSA
1320 µg/L 50.0o-Xylene 100 05/24/23 07:11 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 36 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:RW-4
96558 Matrix:
5/17/2023 15:30
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
4240 µg/L 50.0Xylene (Total)100 05/24/23 07:11 6200B
Surrogate: 4-Bromofluorobenzene 99.6 Limits: 70-130%05/24/23 07:11100 MSA V33606
Surrogate: Dibromofluoromethane 101 Limits: 70-130%05/24/23 07:11100 MSA V33606
Surrogate: 1,2-Dichloroethane - d4 101 Limits: 70-130%05/24/23 07:11100 MSA V33606
Surrogate: Toluene-d8 101 Limits: 70-130%05/24/23 07:11100 MSA V33606
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 37 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:Field Blank
96559 Matrix:
5/17/2023 15:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0Acetone 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Benzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Bromobenzene 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.00Bromochloromethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Bromodichloromethane 1 05/24/23 00:17 6200BMSA
<5.00 µg/L 5.00Bromoform 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.00Bromomethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500n-Butylbenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500sec-Butyl benzene 1 05/24/23 00:17 6200BMSA
<2.00 µg/L 2.00tert-Butyl benzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Carbon Tetrachloride 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Chlorobenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Chlorodibromomethane 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.00Chloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Chloroform 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Chloromethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5002-Chlorotoluene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5004-Chlorotoluene 1 05/24/23 00:17 6200BMSA
<2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2-Dibromoethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Dibromomethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2-Dichlorobenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,3-Dichlorobenzene 1 05/24/23 00:17 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 38 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:Field Blank
96559 Matrix:
5/17/2023 15:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.5001,4-Dichlorobenzene 1 05/24/23 00:17 6200BMSA
<5.00 µg/L 5.00Dichlorodifluoromethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1-Dichloroethene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500cis-1,2-Dichloroethene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500trans-1,2-Dichloroethene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2-Dichloropropane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,3-Dichloropropane 1 05/24/23 00:17 6200BMSA
<2.00 µg/L 2.002,2-Dichloropropane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1-Dichloropropene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500cis-1,3-Dichloropropene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500trans-1,3-Dichloropropene 1 05/24/23 00:17 6200BMSA
<200 µg/L 200Ethanol 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Ethylbenzene 1 05/24/23 00:17 6200BMSA
<3.00 µg/L 3.00Hexachlorobutadiene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Isopropylbenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5004-Isopropyl toluene 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.002-Hexanone 1 05/24/23 00:17 6200BMSA
<5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 05/24/23 00:17 6200BMSA
<2.00 µg/L 2.00Methylene Chloride 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/24/23 00:17 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 39 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:Field Blank
96559 Matrix:
5/17/2023 15:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.004-Methyl-2-Pentanone 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.00Naphthalene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500n-Propylbenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Styrene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Tetrachloroethene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Toluene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1,1-Trichloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,1,2-Trichloroethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Trichloroethene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Trichlorofluoromethane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2,3-Trichloropropane 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 05/24/23 00:17 6200BMSA
<5.00 µg/L 5.00Vinyl Acetate 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500Vinyl Chloride 1 05/24/23 00:17 6200BMSA
<1.00 µg/L 1.00m,p-Xylene 1 05/24/23 00:17 6200BMSA
<0.500 µg/L 0.500o-Xylene 1 05/24/23 00:17 6200BMSA
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 40 of 56
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-139-0008
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 05/19/2023
Community Cash and Carry
Report Date : 05/26/2023
Sample ID :
Lab No :
Sampled:Field Blank
96559 Matrix:
5/17/2023 15:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.500 µg/L 0.500Xylene (Total)1 05/24/23 00:17 6200B
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130%05/24/23 00:171 MSA V33606
Surrogate: Dibromofluoromethane 102 Limits: 70-130%05/24/23 00:171 MSA V33606
Surrogate: 1,2-Dichloroethane - d4 101 Limits: 70-130%05/24/23 00:171 MSA V33606
Surrogate: Toluene-d8 101 Limits: 70-130%05/24/23 00:171 MSA V33606
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 41 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33557QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33556
Associated Lab Samples: 96551, 96552, 96553, 96554
LRB-V33556 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/22/23 21:3210.0< 10.0µg/LAcetone
05/22/23 21:320.500< 0.500µg/LBenzene
05/22/23 21:320.500< 0.500µg/LBromobenzene
05/22/23 21:321.00< 1.00µg/LBromochloromethane
05/22/23 21:320.500< 0.500µg/LBromodichloromethane
05/22/23 21:325.00< 5.00µg/LBromoform
05/22/23 21:321.00< 1.00µg/LBromomethane
05/22/23 21:320.500< 0.500µg/Ln-Butylbenzene
05/22/23 21:320.500< 0.500µg/Lsec-Butyl benzene
05/22/23 21:322.00< 2.00µg/Ltert-Butyl benzene
05/22/23 21:320.500< 0.500µg/LCarbon Tetrachloride
05/22/23 21:320.500< 0.500µg/LChlorobenzene
05/22/23 21:320.500< 0.500µg/LChlorodibromomethane
05/22/23 21:321.00< 1.00µg/LChloroethane
05/22/23 21:320.500< 0.500µg/LChloroform
05/22/23 21:320.500< 0.500µg/LChloromethane
05/22/23 21:320.500< 0.500µg/L2-Chlorotoluene
05/22/23 21:320.500< 0.500µg/L4-Chlorotoluene
05/22/23 21:322.00< 2.00µg/L1,2-Dibromo-3-Chloropropane
05/22/23 21:320.500< 0.500µg/L1,2-Dibromoethane
05/22/23 21:320.500< 0.500µg/LDibromomethane
05/22/23 21:320.500< 0.500µg/L1,2-Dichlorobenzene
05/22/23 21:320.500< 0.500µg/L1,3-Dichlorobenzene
05/22/23 21:320.500< 0.500µg/L1,4-Dichlorobenzene
05/22/23 21:325.00< 5.00µg/LDichlorodifluoromethane
05/22/23 21:320.500< 0.500µg/L1,1-Dichloroethane
05/22/23 21:320.500< 0.500µg/L1,2-Dichloroethane
Page 1 of 13Date:05/26/2023 01:39 PM
Page 42 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33557QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33556
Associated Lab Samples: 96551, 96552, 96553, 96554
LRB-V33556 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/22/23 21:320.500< 0.500µg/L1,1-Dichloroethene
05/22/23 21:320.500< 0.500µg/Lcis-1,2-Dichloroethene
05/22/23 21:320.500< 0.500µg/Ltrans-1,2-Dichloroethene
05/22/23 21:320.500< 0.500µg/L1,2-Dichloropropane
05/22/23 21:320.500< 0.500µg/L1,3-Dichloropropane
05/22/23 21:322.00< 2.00µg/L2,2-Dichloropropane
05/22/23 21:320.500< 0.500µg/L1,1-Dichloropropene
05/22/23 21:320.500< 0.500µg/Lcis-1,3-Dichloropropene
05/22/23 21:320.500< 0.500µg/Ltrans-1,3-Dichloropropene
05/22/23 21:32200< 200µg/LEthanol
05/22/23 21:320.500< 0.500µg/LEthylbenzene
05/22/23 21:323.00< 3.00µg/LHexachlorobutadiene
05/22/23 21:320.500< 0.500µg/LDi-Isopropyl Ether (DIPE)
05/22/23 21:320.500< 0.500µg/LIsopropylbenzene
05/22/23 21:320.500< 0.500µg/L4-Isopropyl toluene
05/22/23 21:321.00< 1.00µg/L2-Hexanone
05/22/23 21:325.00< 5.00µg/LMethyl Ethyl Ketone (MEK)
05/22/23 21:322.00< 2.00µg/LMethylene Chloride
05/22/23 21:321.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
05/22/23 21:321.00< 1.00µg/L4-Methyl-2-Pentanone
05/22/23 21:321.00< 1.00µg/LNaphthalene
05/22/23 21:320.500< 0.500µg/Ln-Propylbenzene
05/22/23 21:320.500< 0.500µg/LStyrene
05/22/23 21:320.500< 0.500µg/L1,1,1,2-Tetrachloroethane
05/22/23 21:320.500< 0.500µg/L1,1,2,2-Tetrachloroethane
05/22/23 21:320.500< 0.500µg/LTetrachloroethene
05/22/23 21:320.500< 0.500µg/LToluene
Page 2 of 13Date:05/26/2023 01:39 PM
Page 43 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33557QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33556
Associated Lab Samples: 96551, 96552, 96553, 96554
LRB-V33556 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/22/23 21:320.500< 0.500µg/L1,2,3-Trichlorobenzene
05/22/23 21:320.500< 0.500µg/L1,2,4-Trichlorobenzene
05/22/23 21:320.500< 0.500µg/L1,1,1-Trichloroethane
05/22/23 21:320.500< 0.500µg/L1,1,2-Trichloroethane
05/22/23 21:320.500< 0.500µg/LTrichloroethene
05/22/23 21:320.500< 0.500µg/LTrichlorofluoromethane
05/22/23 21:320.500< 0.500µg/L1,2,3-Trichloropropane
05/22/23 21:320.500< 0.500µg/L1,2,4-Trimethylbenzene
05/22/23 21:320.500< 0.500µg/L1,3,5-Trimethylbenzene
05/22/23 21:325.00< 5.00µg/LVinyl Acetate
05/22/23 21:320.500< 0.500µg/LVinyl Chloride
05/22/23 21:321.00< 1.00µg/Lm,p-Xylene
05/22/23 21:320.500< 0.500µg/Lo-Xylene
05/22/23 21:324-Bromofluorobenzene (S)101 70-130
05/22/23 21:32Dibromofluoromethane (S)98.6 70-130
05/22/23 21:321,2-Dichloroethane - d4 (S)99.6 70-130
05/22/23 21:32Toluene-d8 (S)96.0 70-130
LCS-V33556 LCSD-V33556Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
35.8 89.590.236.140.0µg/LAcetone 40-160 0.8 20.0
21.5 10810821.520.0µg/LBenzene 70-130 0.0 20.0
20.4 10210320.620.0µg/LBromobenzene 70-130 0.9 20.0
20.8 10410120.220.0µg/LBromochloromethane 70-130 2.9 20.0
21.5 10810020.020.0µg/LBromodichloromethane 70-130 7.2 20.0
Page 3 of 13Date:05/26/2023 01:39 PM
Page 44 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33557QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33556
LCS-V33556 LCSD-V33556Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
21.1 10699.519.920.0µg/LBromoform 70-130 5.8 20.0
21.1 10611021.920.0µg/LBromomethane 60-140 3.7 20.0
20.5 10310020.020.0µg/Ln-Butylbenzene 70-130 2.4 20.0
19.8 99.010120.120.0µg/Lsec-Butyl benzene 70-130 1.5 20.0
21.0 10510220.320.0µg/Ltert-Butyl benzene 70-130 3.3 20.0
27.4 137*11322.520.0µg/LCarbon Tetrachloride 70-130 19.6 20.0
20.2 10110621.120.0µg/LChlorobenzene 70-130 4.3 20.0
21.5 10810420.820.0µg/LChlorodibromomethane 70-130 3.3 20.0
19.5 97.599.519.920.0µg/LChloroethane 60-140 2.0 20.0
20.6 10310220.420.0µg/LChloroform 70-130 0.9 20.0
21.3 10710420.820.0µg/LChloromethane 60-140 2.3 20.0
20.4 10297.019.420.0µg/L2-Chlorotoluene 70-130 5.0 20.0
21.3 10710320.620.0µg/L4-Chlorotoluene 70-130 3.3 20.0
18.4 92.091.018.220.0µg/L1,2-Dibromo-3-Chloropropane 70-130 1.0 20.0
20.6 10310120.220.0µg/L1,2-Dibromoethane 70-130 1.9 20.0
21.7 10910721.320.0µg/LDibromomethane 70-130 1.8 20.0
21.3 10710520.920.0µg/L1,2-Dichlorobenzene 70-130 1.8 20.0
20.9 10510120.120.0µg/L1,3-Dichlorobenzene 70-130 3.9 20.0
19.4 97.010220.420.0µg/L1,4-Dichlorobenzene 70-130 5.0 20.0
22.0 11011021.920.0µg/LDichlorodifluoromethane 60-140 0.4 20.0
21.8 10910921.720.0µg/L1,1-Dichloroethane 70-130 0.4 20.0
20.5 10398.519.720.0µg/L1,2-Dichloroethane 70-130 3.9 20.0
22.5 11311322.620.0µg/L1,1-Dichloroethene 70-130 0.4 20.0
21.2 10610821.520.0µg/Lcis-1,2-Dichloroethene 70-130 1.4 20.0
21.7 10910921.820.0µg/Ltrans-1,2-Dichloroethene 70-130 0.4 20.0
22.4 11210420.720.0µg/L1,2-Dichloropropane 70-130 7.8 20.0
Page 4 of 13* QC Fail Date:05/26/2023 01:39 PM
Page 45 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33557QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33556
LCS-V33556 LCSD-V33556Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.1 10199.519.920.0µg/L1,3-Dichloropropane 70-130 1.0 20.0
22.6 11310721.420.0µg/L2,2-Dichloropropane 70-130 5.4 20.0
22.2 11110721.420.0µg/L1,1-Dichloropropene 70-130 3.6 20.0
22.0 11010320.520.0µg/Lcis-1,3-Dichloropropene 70-130 7.0 20.0
20.7 10410520.920.0µg/Ltrans-1,3-Dichloropropene 70-130 0.9 20.0
496 99.298.6493500µg/LEthanol 60-140 0.6 20.0
19.9 99.510120.120.0µg/LEthylbenzene 70-130 1.0 20.0
21.5 10810220.320.0µg/LHexachlorobutadiene 70-130 5.7 20.0
21.1 10610521.020.0µg/LDi-Isopropyl Ether (DIPE)70-130 0.4 20.0
20.7 10410220.320.0µg/LIsopropylbenzene 70-130 1.9 20.0
21.4 10710420.820.0µg/L4-Isopropyl toluene 70-130 2.8 20.0
19.1 95.593.018.620.0µg/L2-Hexanone 60-140 2.6 20.0
18.5 92.581.516.320.0µg/LMethyl Ethyl Ketone (MEK)60-140 12.6 20.0
20.5 10310320.620.0µg/LMethylene Chloride 70-130 0.4 20.0
21.1 10610420.720.0µg/LMethyl tert-butyl ether (MTBE)70-130 1.9 20.0
22.0 11099.519.920.0µg/L4-Methyl-2-Pentanone 60-140 10.0 20.0
17.3 86.583.016.620.0µg/LNaphthalene 70-130 4.1 20.0
20.1 10199.019.820.0µg/Ln-Propylbenzene 70-130 1.5 20.0
20.1 10110220.420.0µg/LStyrene 70-130 1.4 20.0
21.1 10611022.020.0µg/L1,1,1,2-Tetrachloroethane 70-130 4.1 20.0
19.5 97.595.019.020.0µg/L1,1,2,2-Tetrachloroethane 70-130 2.5 20.0
21.5 10811322.620.0µg/LTetrachloroethene 70-130 4.9 20.0
20.6 10310420.820.0µg/LToluene 70-130 0.9 20.0
18.9 94.593.018.620.0µg/L1,2,3-Trichlorobenzene 70-130 1.6 20.0
22.1 11111021.920.0µg/L1,2,4-Trichlorobenzene 70-130 0.9 20.0
21.9 11011523.020.0µg/L1,1,1-Trichloroethane 70-130 4.8 20.0
Page 5 of 13Date:05/26/2023 01:39 PM
Page 46 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33557QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33556
LCS-V33556 LCSD-V33556Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
21.6 10810120.220.0µg/L1,1,2-Trichloroethane 70-130 6.6 20.0
21.8 10911322.620.0µg/LTrichloroethene 70-130 3.6 20.0
22.0 11011522.920.0µg/LTrichlorofluoromethane 60-140 4.0 20.0
21.9 11095.519.120.0µg/L1,2,3-Trichloropropane 70-130 13.6 20.0
21.1 10610420.720.0µg/L1,2,4-Trimethylbenzene 70-130 1.9 20.0
20.8 10410120.120.0µg/L1,3,5-Trimethylbenzene 70-130 3.4 20.0
22.8 11410521.020.0µg/LVinyl Acetate 60-140 8.2 20.0
20.4 10210621.220.0µg/LVinyl Chloride 60-140 3.8 20.0
42.0 10510742.640.0µg/Lm,p-Xylene 70-130 1.4 20.0
20.1 10198.519.720.0µg/Lo-Xylene 70-130 2.0 20.0
99.897.84-Bromofluorobenzene (S)70-130
100103Dibromofluoromethane (S)70-130
1001011,2-Dichloroethane - d4 (S)70-130
97.497.6Toluene-d8 (S)70-130
Page 6 of 13Date:05/26/2023 01:39 PM
Page 47 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33606QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33605
Associated Lab Samples: 96555, 96556, 96557, 96558, 96559
LRB-V33605 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/23/23 23:5310.0< 10.0µg/LAcetone
05/23/23 23:530.500< 0.500µg/LBenzene
05/23/23 23:530.500< 0.500µg/LBromobenzene
05/23/23 23:531.00< 1.00µg/LBromochloromethane
05/23/23 23:530.500< 0.500µg/LBromodichloromethane
05/23/23 23:535.00< 5.00µg/LBromoform
05/23/23 23:531.00< 1.00µg/LBromomethane
05/23/23 23:530.500< 0.500µg/Ln-Butylbenzene
05/23/23 23:530.500< 0.500µg/Lsec-Butyl benzene
05/23/23 23:532.00< 2.00µg/Ltert-Butyl benzene
05/23/23 23:530.500< 0.500µg/LCarbon Tetrachloride
05/23/23 23:530.500< 0.500µg/LChlorobenzene
05/23/23 23:530.500< 0.500µg/LChlorodibromomethane
05/23/23 23:531.00< 1.00µg/LChloroethane
05/23/23 23:530.500< 0.500µg/LChloroform
05/23/23 23:530.500< 0.500µg/LChloromethane
05/23/23 23:530.500< 0.500µg/L2-Chlorotoluene
05/23/23 23:530.500< 0.500µg/L4-Chlorotoluene
05/23/23 23:532.00< 2.00µg/L1,2-Dibromo-3-Chloropropane
05/23/23 23:530.500< 0.500µg/L1,2-Dibromoethane
05/23/23 23:530.500< 0.500µg/LDibromomethane
05/23/23 23:530.500< 0.500µg/L1,2-Dichlorobenzene
05/23/23 23:530.500< 0.500µg/L1,3-Dichlorobenzene
05/23/23 23:530.500< 0.500µg/L1,4-Dichlorobenzene
05/23/23 23:535.00< 5.00µg/LDichlorodifluoromethane
05/23/23 23:530.500< 0.500µg/L1,1-Dichloroethane
05/23/23 23:530.500< 0.500µg/L1,2-Dichloroethane
Page 7 of 13Date:05/26/2023 01:39 PM
Page 48 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33606QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33605
Associated Lab Samples: 96555, 96556, 96557, 96558, 96559
LRB-V33605 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/23/23 23:530.500< 0.500µg/L1,1-Dichloroethene
05/23/23 23:530.500< 0.500µg/Lcis-1,2-Dichloroethene
05/23/23 23:530.500< 0.500µg/Ltrans-1,2-Dichloroethene
05/23/23 23:530.500< 0.500µg/L1,2-Dichloropropane
05/23/23 23:530.500< 0.500µg/L1,3-Dichloropropane
05/23/23 23:532.00< 2.00µg/L2,2-Dichloropropane
05/23/23 23:530.500< 0.500µg/L1,1-Dichloropropene
05/23/23 23:530.500< 0.500µg/Lcis-1,3-Dichloropropene
05/23/23 23:530.500< 0.500µg/Ltrans-1,3-Dichloropropene
05/23/23 23:53200< 200µg/LEthanol
05/23/23 23:530.500< 0.500µg/LEthylbenzene
05/23/23 23:533.00< 3.00µg/LHexachlorobutadiene
05/23/23 23:530.500< 0.500µg/LDi-Isopropyl Ether (DIPE)
05/23/23 23:530.500< 0.500µg/LIsopropylbenzene
05/23/23 23:530.500< 0.500µg/L4-Isopropyl toluene
05/23/23 23:531.00< 1.00µg/L2-Hexanone
05/23/23 23:535.00< 5.00µg/LMethyl Ethyl Ketone (MEK)
05/23/23 23:532.00< 2.00µg/LMethylene Chloride
05/23/23 23:531.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
05/23/23 23:531.00< 1.00µg/L4-Methyl-2-Pentanone
05/23/23 23:531.00< 1.00µg/LNaphthalene
05/23/23 23:530.500< 0.500µg/Ln-Propylbenzene
05/23/23 23:530.500< 0.500µg/LStyrene
05/23/23 23:530.500< 0.500µg/L1,1,1,2-Tetrachloroethane
05/23/23 23:530.500< 0.500µg/L1,1,2,2-Tetrachloroethane
05/23/23 23:530.500< 0.500µg/LTetrachloroethene
05/23/23 23:530.500< 0.500µg/LToluene
Page 8 of 13Date:05/26/2023 01:39 PM
Page 49 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33606QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33605
Associated Lab Samples: 96555, 96556, 96557, 96558, 96559
LRB-V33605 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/23/23 23:530.500< 0.500µg/L1,2,3-Trichlorobenzene
05/23/23 23:530.500< 0.500µg/L1,2,4-Trichlorobenzene
05/23/23 23:530.500< 0.500µg/L1,1,1-Trichloroethane
05/23/23 23:530.500< 0.500µg/L1,1,2-Trichloroethane
05/23/23 23:530.500< 0.500µg/LTrichloroethene
05/23/23 23:530.500< 0.500µg/LTrichlorofluoromethane
05/23/23 23:530.500< 0.500µg/L1,2,3-Trichloropropane
05/23/23 23:530.500< 0.500µg/L1,2,4-Trimethylbenzene
05/23/23 23:530.500< 0.500µg/L1,3,5-Trimethylbenzene
05/23/23 23:535.00< 5.00µg/LVinyl Acetate
05/23/23 23:530.500< 0.500µg/LVinyl Chloride
05/23/23 23:531.00< 1.00µg/Lm,p-Xylene
05/23/23 23:530.500< 0.500µg/Lo-Xylene
05/23/23 23:534-Bromofluorobenzene (S)98.8 70-130
05/23/23 23:53Dibromofluoromethane (S)99.2 70-130
05/23/23 23:531,2-Dichloroethane - d4 (S)98.0 70-130
05/23/23 23:53Toluene-d8 (S)101 70-130
LCS-V33605 LCSD-V33605Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
32.6 81.584.033.640.0µg/LAcetone 40-160 3.0 20.0
18.3 91.595.519.120.0µg/LBenzene 70-130 4.2 20.0
18.1 90.594.018.820.0µg/LBromobenzene 70-130 3.7 20.0
20.1 10110320.520.0µg/LBromochloromethane 70-130 1.9 20.0
17.9 89.591.518.320.0µg/LBromodichloromethane 70-130 2.2 20.0
Page 9 of 13Date:05/26/2023 01:39 PM
Page 50 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33606QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33605
LCS-V33605 LCSD-V33605Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.3 91.591.518.320.0µg/LBromoform 70-130 0.0 20.0
22.9 11511723.420.0µg/LBromomethane 60-140 2.1 20.0
18.3 91.598.519.720.0µg/Ln-Butylbenzene 70-130 7.3 20.0
17.8 89.095.019.020.0µg/Lsec-Butyl benzene 70-130 6.5 20.0
18.1 90.595.519.120.0µg/Ltert-Butyl benzene 70-130 5.3 20.0
19.6 98.010020.020.0µg/LCarbon Tetrachloride 70-130 2.0 20.0
18.2 91.094.018.820.0µg/LChlorobenzene 70-130 3.2 20.0
18.5 92.594.018.820.0µg/LChlorodibromomethane 70-130 1.6 20.0
20.7 10411122.120.0µg/LChloroethane 60-140 6.5 20.0
19.0 95.096.519.320.0µg/LChloroform 70-130 1.5 20.0
18.9 94.596.019.220.0µg/LChloromethane 60-140 1.5 20.0
18.1 90.595.019.020.0µg/L2-Chlorotoluene 70-130 4.8 20.0
18.3 91.597.019.420.0µg/L4-Chlorotoluene 70-130 5.8 20.0
18.4 92.010220.420.0µg/L1,2-Dibromo-3-Chloropropane 70-130 10.3 20.0
18.8 94.095.519.120.0µg/L1,2-Dibromoethane 70-130 1.5 20.0
18.4 92.094.518.920.0µg/LDibromomethane 70-130 2.6 20.0
18.7 93.598.019.620.0µg/L1,2-Dichlorobenzene 70-130 4.6 20.0
18.2 91.097.519.520.0µg/L1,3-Dichlorobenzene 70-130 6.8 20.0
18.7 93.598.019.620.0µg/L1,4-Dichlorobenzene 70-130 4.6 20.0
16.3 81.589.017.820.0µg/LDichlorodifluoromethane 60-140 8.7 20.0
19.0 95.098.519.720.0µg/L1,1-Dichloroethane 70-130 3.6 20.0
20.1 10110020.020.0µg/L1,2-Dichloroethane 70-130 0.4 20.0
18.7 93.596.519.320.0µg/L1,1-Dichloroethene 70-130 3.1 20.0
19.8 99.010120.120.0µg/Lcis-1,2-Dichloroethene 70-130 1.5 20.0
18.6 93.099.019.820.0µg/Ltrans-1,2-Dichloroethene 70-130 6.2 20.0
18.6 93.094.518.920.0µg/L1,2-Dichloropropane 70-130 1.6 20.0
Page 10 of 13Date:05/26/2023 01:39 PM
Page 51 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33606QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33605
LCS-V33605 LCSD-V33605Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.3 91.595.519.120.0µg/L1,3-Dichloropropane 70-130 4.2 20.0
18.7 93.598.519.720.0µg/L2,2-Dichloropropane 70-130 5.2 20.0
19.8 99.010420.720.0µg/L1,1-Dichloropropene 70-130 4.4 20.0
18.6 93.097.519.520.0µg/Lcis-1,3-Dichloropropene 70-130 4.7 20.0
18.5 92.598.019.620.0µg/Ltrans-1,3-Dichloropropene 70-130 5.7 20.0
441 88.2101507500µg/LEthanol 60-140 13.9 20.0
18.9 94.598.019.620.0µg/LEthylbenzene 70-130 3.6 20.0
20.2 10111021.920.0µg/LHexachlorobutadiene 70-130 8.0 20.0
18.4 92.092.518.520.0µg/LDi-Isopropyl Ether (DIPE)70-130 0.5 20.0
18.8 94.098.019.620.0µg/LIsopropylbenzene 70-130 4.1 20.0
18.6 93.098.519.720.0µg/L4-Isopropyl toluene 70-130 5.7 20.0
16.5 82.587.017.420.0µg/L2-Hexanone 60-140 5.3 20.0
17.7 88.586.017.220.0µg/LMethyl Ethyl Ketone (MEK)60-140 2.8 20.0
18.9 94.597.019.420.0µg/LMethylene Chloride 70-130 2.6 20.0
18.7 93.593.018.620.0µg/LMethyl tert-butyl ether (MTBE)70-130 0.5 20.0
17.7 88.590.018.020.0µg/L4-Methyl-2-Pentanone 60-140 1.6 20.0
19.9 99.510821.520.0µg/LNaphthalene 70-130 7.7 20.0
18.2 91.096.019.220.0µg/Ln-Propylbenzene 70-130 5.3 20.0
18.9 94.593.018.620.0µg/LStyrene 70-130 1.6 20.0
19.2 96.098.019.620.0µg/L1,1,1,2-Tetrachloroethane 70-130 2.0 20.0
18.3 91.593.018.620.0µg/L1,1,2,2-Tetrachloroethane 70-130 1.6 20.0
18.1 90.596.019.220.0µg/LTetrachloroethene 70-130 5.8 20.0
18.2 91.094.518.920.0µg/LToluene 70-130 3.7 20.0
22.0 11012124.120.0µg/L1,2,3-Trichlorobenzene 70-130 9.1 20.0
19.3 96.510020.020.0µg/L1,2,4-Trichlorobenzene 70-130 3.5 20.0
18.3 91.595.019.020.0µg/L1,1,1-Trichloroethane 70-130 3.7 20.0
Page 11 of 13Date:05/26/2023 01:39 PM
Page 52 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33606QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33605
LCS-V33605 LCSD-V33605Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.9 94.596.019.220.0µg/L1,1,2-Trichloroethane 70-130 1.5 20.0
19.2 96.010020.020.0µg/LTrichloroethene 70-130 4.0 20.0
18.3 91.596.519.320.0µg/LTrichlorofluoromethane 60-140 5.3 20.0
18.2 91.092.018.420.0µg/L1,2,3-Trichloropropane 70-130 1.0 20.0
18.6 93.097.019.420.0µg/L1,2,4-Trimethylbenzene 70-130 4.2 20.0
18.7 93.598.019.620.0µg/L1,3,5-Trimethylbenzene 70-130 4.6 20.0
21.6 10811021.920.0µg/LVinyl Acetate 60-140 1.3 20.0
18.7 93.599.519.920.0µg/LVinyl Chloride 60-140 6.2 20.0
37.6 94.097.539.040.0µg/Lm,p-Xylene 70-130 3.6 20.0
18.6 93.094.518.920.0µg/Lo-Xylene 70-130 1.6 20.0
1001014-Bromofluorobenzene (S)70-130
99.298.2Dibromofluoromethane (S)70-130
1011011,2-Dichloroethane - d4 (S)70-130
10199.6Toluene-d8 (S)70-130
Page 12 of 13Date:05/26/2023 01:39 PM
Page 53 of 56
Quality Control Data
23-139-0008Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33670QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33669
Associated Lab Samples: 96557
LRB-V33669 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/24/23 14:550.500< 0.500µg/LToluene
05/24/23 14:551.00< 1.00µg/Lm,p-Xylene
05/24/23 14:550.500< 0.500µg/Lo-Xylene
05/24/23 14:554-Bromofluorobenzene (S)103 70-130
05/24/23 14:55Dibromofluoromethane (S)99.4 70-130
05/24/23 14:551,2-Dichloroethane - d4 (S)106 70-130
05/24/23 14:55Toluene-d8 (S)101 70-130
LCS-V33669 LCSD-V33669Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
17.6 88.090.018.020.0µg/LToluene 70-130 2.2 20.0
35.4 88.592.236.940.0µg/Lm,p-Xylene 70-130 4.1 20.0
17.4 87.090.018.020.0µg/Lo-Xylene 70-130 3.3 20.0
99.299.04-Bromofluorobenzene (S)70-130
101101Dibromofluoromethane (S)70-130
1071081,2-Dichloroethane - d4 (S)70-130
99.8101Toluene-d8 (S)70-130
Page 13 of 13Date:05/26/2023 01:39 PM
Page 54 of 56
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-139-0008
Withers & Ravenel
01221
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.2C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/19/2023 11:18:34
Special precautions or instructions included?
Comments:
Page 55 of 56
Page 56 of 56

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

5/30/2023
Withers & Ravenel Flora D'Souza
115 Mackenan Dr. BUILDING 117 Cary, NC, 27511
Ref: Analytical Testing
Lab Report Number: 23-139-0007 Client Project Description: Community Cash and Cary
23-0307-Z
Dear Flora D'Souza:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/19/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 18
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-139-0007
Page 2 of 18
Report Number:
Sample Summary Table
Client Project Description:
23-139-0007
Community Cash and Cary
23-0307-Z
Lab No Client Sample ID Matrix Date Collected Date Received
05/17/2023 11:50Aqueous 96542 MW-1R 05/19/2023 10:40
05/17/2023 12:25Aqueous 96543 MW-3 05/19/2023 10:40
05/17/2023 13:00Aqueous 96544 MW-5 05/19/2023 10:40
05/17/2023 13:35Aqueous 96545 MW-8 05/19/2023 10:40
05/17/2023 14:10Aqueous 96546 MW-10 05/19/2023 10:40
05/17/2023 14:45Aqueous 96547 MW-12 05/19/2023 10:40
05/17/2023 15:10Aqueous 96548 RW-1 05/19/2023 10:40
05/17/2023 15:30Aqueous 96549 RW-4 05/19/2023 10:40
05/17/2023 15:45Aqueous 96550 Field Blank 05/19/2023 10:40
Page 3 of 18
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-139-0007
Report Limit
Project:Community Cash and Cary
V 96547MW-12
0.006 05/30/2023 13:266010DLeadmg/L 0.006
V 96548RW-1
0.018 05/30/2023 13:316010DLeadmg/L 0.006
V 96549RW-4
0.025 05/30/2023 13:356010DLeadmg/L 0.006
Page 4 of 18

Client: Withers & Ravenel CASE NARRATIVE
Project: Community Cash and Cary Lab Report Number: 23-139-0007
Date: 5/30/2023
Metals Analysis Method 6010D Analyte: Lead QC Batch No: V33684/V33538
Target analyte(s) was identified in the method blank associated with this project. Per laboratory protocol any associated affected sample result is flagged "B" to indicate that it was detected in the method blank.

Page 5 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MW-1R
96542 Matrix:
5/17/2023 11:50
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.006 mg/L 0.006Lead 1 05/23/23 19:32 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 6 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MW-3
96543 Matrix:
5/17/2023 12:25
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.006 mg/L 0.006Lead 1 05/23/23 19:36 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 7 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MW-5
96544 Matrix:
5/17/2023 13:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.006 mg/L 0.006Lead 1 05/23/23 19:41 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 8 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MW-8
96545 Matrix:
5/17/2023 13:35
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.006 mg/L 0.006Lead 1 05/23/23 19:45 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 9 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MW-10
96546 Matrix:
5/17/2023 14:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.006 mg/L 0.006Lead 1 05/23/23 19:50 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 10 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MW-12
96547 Matrix:
5/17/2023 14:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.006 mg/L 0.006Lead 1 05/30/23 13:26 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 11 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:RW-1
96548 Matrix:
5/17/2023 15:10
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.018 mg/L 0.006Lead 1 05/30/23 13:31 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 12 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:RW-4
96549 Matrix:
5/17/2023 15:30
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.025 mg/L 0.006Lead 1 05/30/23 13:35 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 13 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27511
23-139-0007
01221
Withers & Ravenel
115 Mackenan Dr. BUILDING 117
Flora D'Souza
Cary
23-0307-Z Received : 05/19/2023
Community Cash and Cary
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:Field Blank
96550 Matrix:
5/17/2023 15:45
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.006 mg/L 0.006Lead 1 05/23/23 20:34 6010DJKC
Qualifiers/
Definitions
Dilution FactorDFAnalyte detected in blankB
Method Quantitation LimitMQL
Page 14 of 18
Quality Control Data
23-139-0007Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Cary
QC Prep Batch Method:
Metals Analysis
6010D
V33684QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:V33538
Associated Lab Samples: 96542, 96543, 96544, 96545, 96546, 96550
LRB-V33538 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/23/23 19:100.0060.017mg/LLead
LCS-V33538Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1060.1060.100mg/LLead 80-120
V 96548-MS-V33538 V 96548-MSD-V33538Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
0.115 99.00.1170.1000.1000.016mg/LLead 101 75-125 1.7 20.0
V 96548-PDS-V33538Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
05/23/23 20:0394.00.243mg/LLead
Page 1 of 2Date:05/30/2023 04:54 PM
Page 15 of 18
Quality Control Data
23-139-0007Report No:
Project Description:
Client ID:Withers & Ravenel
Community Cash and Cary
QC Prep Batch Method:
Metals Analysis
6010D
V33765QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:V33699
Associated Lab Samples: 96547, 96548, 96549
LRB-V33699 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/30/23 13:130.006< 0.006mg/LLead
LCS-V33699Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1070.1070.100mg/LLead 80-120
V 96968-MS-V33699 V 96968-MSD-V33699Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
0.103 1030.1010.1000.100< 0.006mg/LLead 101 75-125 1.9 20.0
V 96968-PDS-V33699Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
05/30/23 13:441020.255mg/LLead
Page 2 of 2Date:05/30/2023 04:54 PM
Page 16 of 18
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-139-0007
Withers & Ravenel
01221
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.8C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/19/2023 11:07:12
Special precautions or instructions included?
Comments:
Page 17 of 18
Page 18 of 18

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

7/13/2023
Withers & Ravenel Flora D'Souza
424 Gallimore Dairy Road, Suite C Greensboro, NC, 27409
Ref: Analytical Testing
Lab Report Number: 23-187-0006 Client Project Description: Former Community Cash and Carry
23-0307-Z
Dear Flora D'Souza:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 7/6/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 17
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-187-0006
Page 2 of 17
Report Number:
Sample Summary Table
Client Project Description:
23-187-0006
Former Community Cash and Carry
23-0307-Z
Lab No Client Sample ID Matrix Date Collected Date Received
06/30/2023 14:00Aqueous 99925 WSW-1 07/06/2023 11:50
Page 3 of 17
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-187-0006
Report Limit
Project:Former Community Cash and Carry
V 99925WSW-1
0.224 07/07/2023 21:386010DLeadmg/L 0.006
117 07/11/2023 20:156200BBenzeneµg/L 5.00
673 07/11/2023 20:156200BDi-Isopropyl Ether (DIPE)µg/L 5.00
5.64 07/11/2023 20:156200BEthylbenzeneµg/L 5.00
13.3 07/11/2023 20:156200BTolueneµg/L 5.00
17.3 07/11/2023 20:156200B1,2,4-Trimethylbenzene µg/L 5.00
19.6 07/11/2023 20:156200Bm,p-Xylene µg/L 10.0
19.6 07/11/2023 20:156200BXylene (Total)µg/L 5.00
Page 4 of 17
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-187-0006
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 07/06/2023
Former Community Cash and Carry
Report Date : 07/13/2023
Sample ID :
Lab No :
Sampled:WSW-1
99925 Matrix:
6/30/2023 14:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<100 µg/L 100Acetone 10 07/11/23 20:15 6200BENM
117 µg/L 5.00Benzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Bromobenzene 10 07/11/23 20:15 6200BENM
<10.0 µg/L 10.0Bromochloromethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Bromodichloromethane 10 07/11/23 20:15 6200BENM
<50.0 µg/L 50.0Bromoform 10 07/11/23 20:15 6200BENM
<10.0 µg/L 10.0Bromomethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00n-Butylbenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00sec-Butyl benzene 10 07/11/23 20:15 6200BENM
<20.0 µg/L 20.0tert-Butyl benzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Carbon Tetrachloride 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Chlorobenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Chlorodibromomethane 10 07/11/23 20:15 6200BENM
<10.0 µg/L 10.0Chloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Chloroform 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Chloromethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.002-Chlorotoluene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.004-Chlorotoluene 10 07/11/23 20:15 6200BENM
<20.0 µg/L 20.01,2-Dibromo-3-Chloropropane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2-Dibromoethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Dibromomethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2-Dichlorobenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,3-Dichlorobenzene 10 07/11/23 20:15 6200BENM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 17
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-187-0006
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 07/06/2023
Former Community Cash and Carry
Report Date : 07/13/2023
Sample ID :
Lab No :
Sampled:WSW-1
99925 Matrix:
6/30/2023 14:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<5.00 µg/L 5.001,4-Dichlorobenzene 10 07/11/23 20:15 6200BENM
<50.0 µg/L 50.0Dichlorodifluoromethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1-Dichloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2-Dichloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1-Dichloroethene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00cis-1,2-Dichloroethene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00trans-1,2-Dichloroethene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2-Dichloropropane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,3-Dichloropropane 10 07/11/23 20:15 6200BENM
<20.0 µg/L 20.02,2-Dichloropropane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1-Dichloropropene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00cis-1,3-Dichloropropene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00trans-1,3-Dichloropropene 10 07/11/23 20:15 6200BENM
<2000 µg/L 2000Ethanol 10 07/11/23 20:15 6200BENM
5.64 µg/L 5.00Ethylbenzene 10 07/11/23 20:15 6200BENM
<30.0 µg/L 30.0Hexachlorobutadiene 10 07/11/23 20:15 6200BENM
673 µg/L 5.00Di-Isopropyl Ether (DIPE)10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Isopropylbenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.004-Isopropyl toluene 10 07/11/23 20:15 6200BENM
<10.0 µg/L 10.02-Hexanone 10 07/11/23 20:15 6200BENM
<50.0 µg/L 50.0Methyl Ethyl Ketone (MEK)10 07/11/23 20:15 6200BENM
<20.0 µg/L 20.0Methylene Chloride 10 07/11/23 20:15 6200BENM
<10.0 µg/L 10.0Methyl tert-butyl ether (MTBE)10 07/11/23 20:15 6200BENM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 17
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-187-0006
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 07/06/2023
Former Community Cash and Carry
Report Date : 07/13/2023
Sample ID :
Lab No :
Sampled:WSW-1
99925 Matrix:
6/30/2023 14:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.04-Methyl-2-Pentanone 10 07/11/23 20:15 6200BENM
<10.0 µg/L 10.0Naphthalene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00n-Propylbenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Styrene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1,1,2-Tetrachloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1,2,2-Tetrachloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Tetrachloroethene 10 07/11/23 20:15 6200BENM
13.3 µg/L 5.00Toluene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2,3-Trichlorobenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2,4-Trichlorobenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1,1-Trichloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,1,2-Trichloroethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Trichloroethene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Trichlorofluoromethane 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,2,3-Trichloropropane 10 07/11/23 20:15 6200BENM
17.3 µg/L 5.001,2,4-Trimethylbenzene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.001,3,5-Trimethylbenzene 10 07/11/23 20:15 6200BENM
<50.0 µg/L 50.0Vinyl Acetate 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00Vinyl Chloride 10 07/11/23 20:15 6200BENM
19.6 µg/L 10.0m,p-Xylene 10 07/11/23 20:15 6200BENM
<5.00 µg/L 5.00o-Xylene 10 07/11/23 20:15 6200BENM
19.6 µg/L 5.00Xylene (Total)10 07/11/23 20:15 6200B
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 17
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27409
23-187-0006
01221
Withers & Ravenel
424 Gallimore Dairy Road, Suite C
Flora D'Souza
Greensboro
23-0307-Z Received : 07/06/2023
Former Community Cash and Carry
Report Date : 07/13/2023
Sample ID :
Lab No :
Sampled:WSW-1
99925 Matrix:
6/30/2023 14:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.224 mg/L 0.006Lead 1 07/07/23 21:38 6010DJKC
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Metals Analysis
6010D
V35120QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:V35052
Associated Lab Samples: 99925
LRB-V35052 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
07/07/23 21:290.006< 0.006mg/LLead
LCS-V35052Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
99.00.0990.100mg/LLead 80-120
V 99879-MS-V35052 V 99879-MSD-V35052Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
0.104 1040.1010.1000.100< 0.006mg/LLead 101 75-125 2.9 20.0
V 99879-PDS-V35052Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
07/07/23 22:0198.00.245mg/LLead
Page 1 of 7Date:07/13/2023 02:01 PM
Page 9 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V35244QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V35241
Associated Lab Samples: 99925
LRB-V35241 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
07/11/23 14:1610.0< 10.0µg/LAcetone
07/11/23 14:160.500< 0.500µg/LBenzene
07/11/23 14:160.500< 0.500µg/LBromobenzene
07/11/23 14:161.00< 1.00µg/LBromochloromethane
07/11/23 14:160.500< 0.500µg/LBromodichloromethane
07/11/23 14:165.00< 5.00µg/LBromoform
07/11/23 14:161.00< 1.00µg/LBromomethane
07/11/23 14:160.500< 0.500µg/Ln-Butylbenzene
07/11/23 14:160.500< 0.500µg/Lsec-Butyl benzene
07/11/23 14:162.00< 2.00µg/Ltert-Butyl benzene
07/11/23 14:160.500< 0.500µg/LCarbon Tetrachloride
07/11/23 14:160.500< 0.500µg/LChlorobenzene
07/11/23 14:160.500< 0.500µg/LChlorodibromomethane
07/11/23 14:161.00< 1.00µg/LChloroethane
07/11/23 14:160.500< 0.500µg/LChloroform
07/11/23 14:160.500< 0.500µg/LChloromethane
07/11/23 14:160.500< 0.500µg/L2-Chlorotoluene
07/11/23 14:160.500< 0.500µg/L4-Chlorotoluene
07/11/23 14:162.00< 2.00µg/L1,2-Dibromo-3-Chloropropane
07/11/23 14:160.500< 0.500µg/L1,2-Dibromoethane
07/11/23 14:160.500< 0.500µg/LDibromomethane
07/11/23 14:160.500< 0.500µg/L1,2-Dichlorobenzene
07/11/23 14:160.500< 0.500µg/L1,3-Dichlorobenzene
07/11/23 14:160.500< 0.500µg/L1,4-Dichlorobenzene
07/11/23 14:165.00< 5.00µg/LDichlorodifluoromethane
07/11/23 14:160.500< 0.500µg/L1,1-Dichloroethane
07/11/23 14:160.500< 0.500µg/L1,2-Dichloroethane
Page 2 of 7Date:07/13/2023 02:01 PM
Page 10 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V35244QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V35241
Associated Lab Samples: 99925
LRB-V35241 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
07/11/23 14:160.500< 0.500µg/L1,1-Dichloroethene
07/11/23 14:160.500< 0.500µg/Lcis-1,2-Dichloroethene
07/11/23 14:160.500< 0.500µg/Ltrans-1,2-Dichloroethene
07/11/23 14:160.500< 0.500µg/L1,2-Dichloropropane
07/11/23 14:160.500< 0.500µg/L1,3-Dichloropropane
07/11/23 14:162.00< 2.00µg/L2,2-Dichloropropane
07/11/23 14:160.500< 0.500µg/L1,1-Dichloropropene
07/11/23 14:160.500< 0.500µg/Lcis-1,3-Dichloropropene
07/11/23 14:160.500< 0.500µg/Ltrans-1,3-Dichloropropene
07/11/23 14:16200< 200µg/LEthanol
07/11/23 14:160.500< 0.500µg/LEthylbenzene
07/11/23 14:163.00< 3.00µg/LHexachlorobutadiene
07/11/23 14:160.500< 0.500µg/LDi-Isopropyl Ether (DIPE)
07/11/23 14:160.500< 0.500µg/LIsopropylbenzene
07/11/23 14:160.500< 0.500µg/L4-Isopropyl toluene
07/11/23 14:161.00< 1.00µg/L2-Hexanone
07/11/23 14:165.00< 5.00µg/LMethyl Ethyl Ketone (MEK)
07/11/23 14:162.00< 2.00µg/LMethylene Chloride
07/11/23 14:161.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
07/11/23 14:161.00< 1.00µg/L4-Methyl-2-Pentanone
07/11/23 14:161.00< 1.00µg/LNaphthalene
07/11/23 14:160.500< 0.500µg/Ln-Propylbenzene
07/11/23 14:160.500< 0.500µg/LStyrene
07/11/23 14:160.500< 0.500µg/L1,1,1,2-Tetrachloroethane
07/11/23 14:160.500< 0.500µg/L1,1,2,2-Tetrachloroethane
07/11/23 14:160.500< 0.500µg/LTetrachloroethene
07/11/23 14:160.500< 0.500µg/LToluene
Page 3 of 7Date:07/13/2023 02:01 PM
Page 11 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V35244QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V35241
Associated Lab Samples: 99925
LRB-V35241 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
07/11/23 14:160.500< 0.500µg/L1,2,3-Trichlorobenzene
07/11/23 14:160.500< 0.500µg/L1,2,4-Trichlorobenzene
07/11/23 14:160.500< 0.500µg/L1,1,1-Trichloroethane
07/11/23 14:160.500< 0.500µg/L1,1,2-Trichloroethane
07/11/23 14:160.500< 0.500µg/LTrichloroethene
07/11/23 14:160.500< 0.500µg/LTrichlorofluoromethane
07/11/23 14:160.500< 0.500µg/L1,2,3-Trichloropropane
07/11/23 14:160.500< 0.500µg/L1,2,4-Trimethylbenzene
07/11/23 14:160.500< 0.500µg/L1,3,5-Trimethylbenzene
07/11/23 14:165.00< 5.00µg/LVinyl Acetate
07/11/23 14:160.500< 0.500µg/LVinyl Chloride
07/11/23 14:161.00< 1.00µg/Lm,p-Xylene
07/11/23 14:160.500< 0.500µg/Lo-Xylene
07/11/23 14:164-Bromofluorobenzene (S)93.2 70-130
07/11/23 14:16Dibromofluoromethane (S)96.0 70-130
07/11/23 14:161,2-Dichloroethane - d4 (S)91.8 70-130
07/11/23 14:16Toluene-d8 (S)92.0 70-130
LCS-V35241 LCSD-V35241Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
33.1 82.783.733.540.0µg/LAcetone 40-160 1.2 20.0
19.6 98.099.019.820.0µg/LBenzene 70-130 1.0 20.0
18.0 90.088.517.720.0µg/LBromobenzene 70-130 1.6 20.0
20.3 10210821.620.0µg/LBromochloromethane 70-130 6.2 20.0
19.2 96.095.519.120.0µg/LBromodichloromethane 70-130 0.5 20.0
Page 4 of 7Date:07/13/2023 02:01 PM
Page 12 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V35244QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V35241
LCS-V35241 LCSD-V35241Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.1 95.593.018.620.0µg/LBromoform 70-130 2.6 20.0
17.2 86.087.517.520.0µg/LBromomethane 60-140 1.7 20.0
17.9 89.592.518.520.0µg/Ln-Butylbenzene 70-130 3.2 20.0
17.4 87.090.518.120.0µg/Lsec-Butyl benzene 70-130 3.9 20.0
18.2 91.092.518.520.0µg/Ltert-Butyl benzene 70-130 1.6 20.0
19.1 95.597.019.420.0µg/LCarbon Tetrachloride 70-130 1.5 20.0
19.6 98.099.519.920.0µg/LChlorobenzene 70-130 1.5 20.0
18.0 90.093.518.720.0µg/LChlorodibromomethane 70-130 3.8 20.0
20.6 10310721.420.0µg/LChloroethane 60-140 3.8 20.0
19.6 98.010120.120.0µg/LChloroform 70-130 2.5 20.0
16.0 80.082.516.520.0µg/LChloromethane 60-140 3.0 20.0
17.5 87.589.017.820.0µg/L2-Chlorotoluene 70-130 1.6 20.0
17.1 85.587.517.520.0µg/L4-Chlorotoluene 70-130 2.3 20.0
18.8 94.092.018.420.0µg/L1,2-Dibromo-3-Chloropropane 70-130 2.1 20.0
19.0 95.096.519.320.0µg/L1,2-Dibromoethane 70-130 1.5 20.0
19.0 95.010220.320.0µg/LDibromomethane 70-130 6.6 20.0
19.0 95.096.019.220.0µg/L1,2-Dichlorobenzene 70-130 1.0 20.0
18.7 93.594.018.820.0µg/L1,3-Dichlorobenzene 70-130 0.5 20.0
18.7 93.594.018.820.0µg/L1,4-Dichlorobenzene 70-130 0.5 20.0
18.7 93.596.019.220.0µg/LDichlorodifluoromethane 60-140 2.6 20.0
18.9 94.595.519.120.0µg/L1,1-Dichloroethane 70-130 1.0 20.0
18.6 93.098.519.720.0µg/L1,2-Dichloroethane 70-130 5.7 20.0
18.9 94.597.519.520.0µg/L1,1-Dichloroethene 70-130 3.1 20.0
18.7 93.594.018.820.0µg/Lcis-1,2-Dichloroethene 70-130 0.5 20.0
19.0 95.097.019.420.0µg/Ltrans-1,2-Dichloroethene 70-130 2.0 20.0
19.1 95.595.519.120.0µg/L1,2-Dichloropropane 70-130 0.0 20.0
Page 5 of 7Date:07/13/2023 02:01 PM
Page 13 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V35244QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V35241
LCS-V35241 LCSD-V35241Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
17.8 89.092.018.420.0µg/L1,3-Dichloropropane 70-130 3.3 20.0
19.4 97.099.519.920.0µg/L2,2-Dichloropropane 70-130 2.5 20.0
20.8 10410521.020.0µg/L1,1-Dichloropropene 70-130 0.9 20.0
18.9 94.595.519.120.0µg/Lcis-1,3-Dichloropropene 70-130 1.0 20.0
18.3 91.594.518.920.0µg/Ltrans-1,3-Dichloropropene 70-130 3.2 20.0
446 89.280.0400500µg/LEthanol 60-140 10.8 20.0
17.9 89.591.018.220.0µg/LEthylbenzene 70-130 1.6 20.0
19.1 95.510120.220.0µg/LHexachlorobutadiene 70-130 5.5 20.0
17.4 87.089.517.920.0µg/LDi-Isopropyl Ether (DIPE)70-130 2.8 20.0
18.1 90.591.518.320.0µg/LIsopropylbenzene 70-130 1.0 20.0
18.7 93.595.019.020.0µg/L4-Isopropyl toluene 70-130 1.5 20.0
15.2 76.074.014.820.0µg/L2-Hexanone 60-140 2.6 20.0
16.5 82.577.015.420.0µg/LMethyl Ethyl Ketone (MEK)60-140 6.8 20.0
18.9 94.594.518.920.0µg/LMethylene Chloride 70-130 0.0 20.0
19.3 96.599.019.820.0µg/LMethyl tert-butyl ether (MTBE)70-130 2.5 20.0
16.0 80.078.015.620.0µg/L4-Methyl-2-Pentanone 60-140 2.5 20.0
14.5 72.573.514.720.0µg/LNaphthalene 70-130 1.3 20.0
17.6 88.088.517.720.0µg/Ln-Propylbenzene 70-130 0.5 20.0
19.1 95.599.019.820.0µg/LStyrene 70-130 3.5 20.0
18.7 93.599.019.820.0µg/L1,1,1,2-Tetrachloroethane 70-130 5.7 20.0
17.7 88.588.517.720.0µg/L1,1,2,2-Tetrachloroethane 70-130 0.0 20.0
20.1 10110220.320.0µg/LTetrachloroethene 70-130 0.9 20.0
19.0 95.096.519.320.0µg/LToluene 70-130 1.5 20.0
19.5 97.599.019.820.0µg/L1,2,3-Trichlorobenzene 70-130 1.5 20.0
19.7 98.510220.320.0µg/L1,2,4-Trichlorobenzene 70-130 3.0 20.0
19.7 98.598.519.720.0µg/L1,1,1-Trichloroethane 70-130 0.0 20.0
Page 6 of 7Date:07/13/2023 02:01 PM
Page 14 of 17
Quality Control Data
23-187-0006Report No:
Project Description:
Client ID:Withers & Ravenel
Former Community Cash and Carry
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V35244QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V35241
LCS-V35241 LCSD-V35241Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.5 97.599.019.820.0µg/L1,1,2-Trichloroethane 70-130 1.5 20.0
20.9 10510621.120.0µg/LTrichloroethene 70-130 0.9 20.0
20.6 10310520.920.0µg/LTrichlorofluoromethane 60-140 1.4 20.0
18.4 92.090.018.020.0µg/L1,2,3-Trichloropropane 70-130 2.1 20.0
18.1 90.593.018.620.0µg/L1,2,4-Trimethylbenzene 70-130 2.7 20.0
18.3 91.592.518.520.0µg/L1,3,5-Trimethylbenzene 70-130 1.0 20.0
22.5 11311422.820.0µg/LVinyl Acetate 60-140 1.3 20.0
19.0 95.097.519.520.0µg/LVinyl Chloride 60-140 2.5 20.0
39.1 97.799.039.640.0µg/Lm,p-Xylene 70-130 1.2 20.0
18.5 92.593.518.720.0µg/Lo-Xylene 70-130 1.0 20.0
92.891.64-Bromofluorobenzene (S)70-130
95.695.6Dibromofluoromethane (S)70-130
93.294.01,2-Dichloroethane - d4 (S)70-130
92.091.8Toluene-d8 (S)70-130
Page 7 of 7Date:07/13/2023 02:01 PM
Page 15 of 17
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-187-0006
Withers & Ravenel
01221
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 0.5C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:07/06/2023 11:56:18
Special precautions or instructions included?
Comments:
Page 16 of 17
Page 17 of 17
APPENDIX B
FIELD NOTES, PHOTOGRAPHIC RECORD, & WATER
SUPPLY WELL SAMPLING AGREEMENT

PHOTO 1 View of site and remediation system compound

PHOTO 2 View of MW-1R facing northwest

PHOTO 3 View of MW-3 facing northeast

PHOTO 4 View of MW-5 facing west

PHOTO 5 View of MW-8 facing north-northwest

PHOTO 6 View of MW-10 facing northeast

 PHOTO 7 
View of MW‐12 facing southeast 

 PHOTO 8 
View of inactive WSW‐1 

APPENDIX C GENERAL STANDARD OPERATING PROCEDURES

Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel
Our People. Your Success.
Soil Sampling, Soil Boring and Monitor Well Installation, Well Development Soil borings are installed utilizing a stainless-steel hand auger, direct-push hydraulic drill or auger rotary
drill using either a macro core™ sampler, hollow stem augers, or air rotary roller cone bit. Soil borings are
typically sampled at discrete intervals from the bucket of a clean stainless steel hand auger, direct push stainless steel sampler with acetate sleeve, or a split barrel sampler. When appropriate, soil samples may be collected from drill cuttings associated with the boring or well installation. Monitor wells are constructed within select soil borings of one, two, or four-inch inside diameter PVC
casing and machine slotted screen in accordance with NCAC Title 15A, Subchapter 02C (Well Construction Standards, Criteria and Standards Applicable to Water Supply and Certain Other Wells). Clean-washed “#2 Torpedo Sand” is typically utilized to fill the boring annulus surrounding the well screen, extending to a minimum of 1-foot above the well screen. A minimum 1-foot thick bentonite clay seal is emplaced above the sand pack and hydrated. Neat cement grout is placed in the remaining annulus
space from the upper portion of the bentonite seal to within 1-foot of surface grade. In coastal plain areas where shallow groundwater is encountered, a variance to construction standards may be employed to ensure the upper portion of the well screen intersects the upper aquifer surface. Wellheads may be completed with either concrete-set flush mounted traffic-bearing steel skirted manholes with bolt down covers or steel above-ground “stick-up” well protectors set in a concrete pad. The monitoring wells are
secured with locking caps. Temporary wells or piezometers may be completed with the PVC riser cut at or above grade, and are abandoned within 24-hours of their installation. Wells may be developed using a bailer, electric submersible pump, pneumatic pump, or peristaltic pump, dependent upon site conditions. When wells are developed by the driller, they may be developed with
any of the methods outlined above, in addition to air or water injection. Soil boring logs and well construction details are typically prepared for presentation in a report appendix. Borings completed in bedrock may be drilled using air rotary, coring, or sonic drilling methods. Groundwater Depth to Water Measurements

Groundwater level measurements are typically obtained using an electronic water level indicator which registers a tone and/or illuminated light when the probe contacts groundwater. Depth to groundwater measurements are obtained by lowering the probe attached to a cable usually marked in 0.01 foot intervals into the well until the probe of the meter intersects the water surface. The measurement from
the top of the riser pipe or top of casing (TOC) to the water level is recorded to the nearest 0.01 foot. The
electronic water level indicator probe and exposed probe cable is decontaminated between measurement locations.

Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel
Our People. Your Success.
Free Product Level Measurements Light Non-Aqueous Phase Liquid (LNAPL) or “free product” present on the water table is measured using
an electronic oil/water interface probe. The interface probe has both an audible and illuminating light
that indicate when a liquid level is encountered. The oil/water interface probe registers a solid tone and solidly lit light when LNAPL petroleum product is encountered and a beeping tone flashing light when groundwater is encountered. Depth to LNAPL measurements are obtained by lowering the probe attached to a cable marked in 0.01 foot intervals into the well until the probe of the meter intersects the product or groundwater. The measurements from the top of the riser pipe or TOC to the liquid level are
recorded to the nearest 0.01 foot. The thickness of LNAPL is calculated by subtracting the depth to LNAPL measurement from the depth to groundwater measurement. The electronic interface probe is decontaminated between measurement locations. Soil Sampling and Field Screening
Soil sampling is performed in general accordance with ASTM: 1586-84 where applicable. Sampling procedures are followed to protect the chemical integrity of the soil samples and minimize the potential for cross contamination between sample locations, including discarding of the exterior of the sample which contacts the auger bucket, acetate sleeve, or split barrel sampler, the use of stainless steel sampling
equipment, and the thorough decontamination of sampling apparatus prior to use and between sample locations. Soil samples retained as a part of excavation or other intrusive “digging” activities may be collected from the bucket of excavation equipment or using a hand shovel, if appropriate. Care to collect soil samples
from excavation equipment includes retrieving native soil from material that has not made contact with the excavating equipment. Samples are collected in sealable bags or by directly filling sample containers as described above. Sampling is performed using new, disposable nitrile gloves for each sample location to ensure sample
integrity and minimize the potential for cross contamination or field personnel exposure to contaminants.
Sampling equipment such as hand auger extensions and buckets, direct push samplers, split spoons or shovels, are decontaminated prior to their use in the collection of samples. Samples are placed within laboratory grade sample containers provided by the laboratory to which the
samples are submitted, labeled, sealed, and placed in an ice filled cooler. An aliquot of the sample is
typically placed in a clean sealable bag and allowed to reach ambient air temperature for future screening of volatile vapor content with a photoionization detector (PID), flame-ionization detector (FID) or other portable screening device.
Screening of samples with a PID, FID or other field screening device is performed in accordance with
device manufacturer specifications for screening, following calibration of the instrument based on manufacturer recommended procedures.

Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel
Our People. Your Success.
Groundwater Sampling Groundwater samples are generally collected using one of three standard methods – through the use of a
dedicated, disposable bailer, a peristaltic pump or submersible electric pump.
When sampling with a bailer, a minimum of three well volumes of groundwater are extracted from the well as a means of purging, unless the well is purged to a “dry” state prior to the removal of three volumes of water. Prior to collection of the groundwater sample with the bailer, the water level is allowed to recover to within 80% of the original level measured prior to purging.
When sampling with a peristaltic or submersible electric pump, polyethylene (PE) tubing (or equivalent) is emplaced into the screened section of the monitoring well, and the pump is used to extract water through the tubing. When using the either of these methods, general water quality measurements including but not limited to pH, temperature, dissolved oxygen (DO), oxygen reductive potential (ORP), specific
conductivity and turbidity may be used as methods for determining when an adequate purge of the well has been conducted. When water quality parameters are measured, the resulting data are included in well purge forms or field notes specific to each site and sampling point. Following the purging of three well volumes of groundwater (in the case of the bailed well) or stability of
monitored measurements (in the case of the peristaltic or submersible electric pump), the groundwater sample(s) are introduced directly into sample containers provided by the laboratory to which samples are ultimately submitted for analysis. Any samples requiring chemical preservation are contained in pre-preserved container(s) provided by the laboratory.
Sampling is performed using new, disposable nitrile gloves for each sample location to ensure sample integrity and minimize the potential for cross contamination of samples or field personnel exposure to contaminants. Water Supply Well Sampling

Sampling of water supply wells is accomplished through the collection of a representative sample from an in-line water tap or other point accessible for sampling. Where possible, the sample is collected from a point prior to any filtration or point of entry (POE) system which might be installed on a well. In some cases, samples will be collected from both pre and post-POE locations. Prior to the collection of samples
through an in-place sampling point, the tap or sampling port is cleaned with an Alconox® and deionized
water solution, rinsed with deionized water, and again with an isopropyl alcohol (IPA) rinse. In the case of active supply wells (e.g., a well with a useable well pump with an active power supply), the well pump is energized and allowed to run for a minimum of ten (10) minutes time, after which a sample is
contained in laboratory grade sample containers as described in the previous section. Water quality
parameters may be (but are not necessarily) measured in association with the well purging. Supply wells without active power supplies are not generally sampled, as the well seal cannot be compromised by individuals not certified as a well contractor. However, in the case of a well with no
power supply or pump installed, samples could be obtained through the use of a bailer, peristaltic pump or
electric submersible pump.
Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel
Our People. Your Success.
Decontamination Procedures Decontamination procedures employed in the performance of field activities will vary dependent upon
the method(s) of sampling performed at any site, but will generally include the following:
• Remove excess soil/sludge from any sampling equipment as needed, • Wash and scrub the equipment with a phosphate-free detergent such as Alconox® or Liquinox® in a contaminant-free tap water solution. Use a brush to remove particulate matter and surface films as necessary,
• Rinse thoroughly with tap water, • Rinse thoroughly with analyte-free water (deionized water),
 Rinse thoroughly with isopropyl alcohol, • Allow the equipment to air dry,
• Prevent inadvertent contamination during storage and transport (accomplished through storage of equipment in foil or plastic bags/sheeting). In the case of disposable bailers and tubing utilized for the purging and sampling of wells, these items may be decontaminated prior to their disposal. In general, no decontamination of these items is necessary
prior to their use in sampling.