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HomeMy WebLinkAboutAS-2756_28081_CA_MRP_20230718 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 GROUNDWATER MONITORING REPORT Former Big D #420 NCDEQ Incident #28081 UST # AS-2756 3532 US Highway 64 East Hayesville, Clay County, North Carolina WithersRavenel Project No. 23-0307-FC 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 18, 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 18, 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: Ms. Sharon Ghiold Re: Groundwater Monitoring Report Former Big D #420 3532 US Highway 64 East Hayesville, Clay County, North Carolina Groundwater Incident Number: 28081 UST Number: AS-2756 WR Project Number: 23-0307-FC Ms. Ghiold: WithersRavenel, Inc. (WR) has completed this Groundwater Monitoring Report to document the monitoring well installation, soil sampling, and groundwater sampling activities completed at the facility in association with our proposal, numbered TA-01, for the above referenced site, approved by the Federal & State Lead Program on March 23, 2023. WR appreciates the opportunity to be of service to the Federal & State Lead Program. Should you have any questions regarding the attached, please contact WR at (919) 469-3340. Cordially, WithersRavenel Flora D’Souza, CHMM Elizabeth A. Allyn, P.G. Environmental Project Scientist II Environmental Project Geologist II WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater 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. SOIL SAMPLING – JUNE 2023 ................................................................................................... 7 SECTION E. MONITORING WELL INSTALLATION – JUNE 2023 ............................................................ 8 SECTION F. GROUNDWATER SAMPLING – JUNE 2023 ........................................................................... 8 SECTION G. CONCLUSIONS AND RECOMMENDATIONS ....................................................................... 9 FIGURES Figure 1 General Location Map Figure 2 Site Map Figure 3 Soil Boring/Soil Sample Locations Map Figure 4 Groundwater Hydraulic Gradient Map – June 2, 2023 Figure 5 Groundwater Analytical Results Map – June 2, 2023 Figure 6 Receptor Map TABLES Table B-1 Site History: UST/AST System & Other Release Information Table B-3 Summary of Soil Analytical Results Table B-4 Summary of Groundwater and Water Supply Well 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 and Photographic Record Appendix C Monitoring Well and Soil Boring Logs and Well Construction Record Appendix D General Standard Operating Procedures WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 1 SECTION A. SITE INFORMATION 1. Site Identification Date of Report: July 14, 2023 Facility I.D.: 00-0-0000032488 Incident No.: 28081 Site Risk: High Site Rank: H210D Land Use Category: Commercial Site Name: Former Big D #420 Site Location: 3532 US Highway 64 East Nearest City/Town: Hayesville County: Clay Description of Geographical Data Point: Approximate MW-1 Location Location Method: NCDEQ UST Incidents Map Latitude: 35.037907° N Longitude: -83.760046° E 2. Contact Information Responsible Party: Artella, Inc. Address: PO Box 1364, Hayesville, NC 28904 Phone: 828-269-1894 Property Owner/Occupant: Artella, Inc./John & Denise Hoyle Address: PO Box 1364, Hayesville, NC 28904 Phone: 828-269-1894 Consultant/Contractor: WithersRavenel Address: 115 MacKenan Drive, Cary, NC 27511 Phone: 919-469-3340 Analytical Laboratory: Waypoint Analytical, Inc. State Certification Number: ENV402 Address: 449 Springbrook Rd., Charlotte, NC 28217 Phone: 704-529-6364 WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 2 3. Release Information Date Discovered: February 2003 Estimated Quantity of Release: Unknown Cause of Release: Compromised UST(s) or Delivery System(s) Source of Release: Petroleum UST(s) Type of Material Release Occurred: Gasoline Criteria Used to Classify Risk: 2L exceedances; Proximity to Water Supply Wells Sizes & Contents of UST System(s) from which Release Occurred: (1) 6,000-gallon gasoline UST 4. Information about Monitoring Report Date(s) of Assessment/Monitoring Event(s): June 1 and 2, 2023 5. Certification I, Elizabeth A. Allyn, a Licensed Geologist for WithersRavenel, do certify that the information contained in this report is correct and accurate to the best of my knowledge. WithersRavenel, is licensed to practice geology/engineering in North Carolina. The certification numbers are C-293 (Geology) and F-1479 (Engineering). WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 3 SECTION B. EXECUTIVE SUMMARY 1. Summary of Activities Associated with Current TA WithersRavenel, Inc. (WR) advanced two soil borings (WR-1 and WR-2), installed one monitoring well in soil boring (WR-2), and conducted a groundwater sampling event at the Former Big D #420 site located at 3532 US Highway 64 East in Hayesville, Clay County, North Carolina in association with task authorization (TA) TA-01 under North Carolina Department of Environmental Quality (NCDEQ) Contract # N70522-C. The scope of work for this project included the collecting soil samples from two soil borings, installation of monitoring well MW-10, surveying the top of casing (TOC) elevation of MW-10, and gauging, purging, and sampling of monitoring wells MW-1, MW-2, and MW-10. 2. Soil, Groundwater, and LNAPL Assessment Information Soils Two soil samples were collected by WR in association with this task authorization. One soil sample (WR-1) was collected at a depth of 5’ to 8’ near MW-1 and one soil sample (WR-2) was collected from a depth of 5’ to 7.5’ in the boring that was completed at MW-10. The soil samples were submitted for laboratory analysis of the Risk-Based Rule Parameters: Environmental Protection Agency (EPA) Method 8260 and Massachusetts Department of Environmental Protection (MADEP) Method for volatile petroleum hydrocarbons (VPH). Benzene and methyl tert-butyl ether (MTBE) were detected at concentrations in excess of Soil-to-Water Maximum Soil Contaminant Concentrations (MSCCs) in sample WR-1. Several petroleum compounds were detected above the laboratory method detection limits (MDLs), but below the Soil-to-Water MSCCs in WR-1. No petroleum compounds were detected above the MDLs in sample WR-2. Soil samples collected during the Limited Site Assessment (LSA) indicated that several volatile organic compounds (VOCs) and VPH were above the soil-to-water MSCCs in the soil sample collected during the installation of monitoring well MW-1. Twenty-one soil borings (SB-1 through SB-21) were installed during the Comprehensive Site Assessment (CSA) activities. Soil samples SB-1 through SB-8, SB-10, SB-11, SB-13, and SB-16 through SB-18 contained concentrations of VOCs and/or VPH above the soil-to-water MSCCs. No petroleum compounds were detected above the residential MSCCs. Based on information in the CSA, soil contamination extended approximately 25 feet laterally around the former release and up to 13 feet below ground surface (bgs). According to the Underground Storage Tank (UST) Closure Report by Altamont Environmental, Inc. (Altamont) dated June 3, 2014, soil samples were not obtained. The Work Plan approved by the North Carolina Department of Environment and Natural Resources (NCDENR, now NCDEQ) stated that if no obvious new release was observed, sampling would not be required to be collected beneath the USTs. WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 4 Groundwater WR collected groundwater samples from monitoring wells MW-1, MW-2, and MW-10 on June 2, 2023. The groundwater samples were submitted for laboratory analysis of VOCs by SM6200B. Laboratory analytical results for monitoring well MW-1 indicated the presence of benzene slightly above the 15A NCAC 02L 0202 (2L) Standard. Several additional petroleum-related compounds were reported above the MDL, but below the 2L Standard in MW-1. Naphthalene was reported at a concentration above the MDL, but below the 2L Standard in monitoring well MW-2. Toluene was reported at a concentration above the MDL, but below the 2L Standard in monitoring well MW-10. No compounds were reported at concentrations that exceeded the gross contamination levels (GCLs) established by NCDEQ. Water Supply Wells WR collected samples from the on-site water supply well WSW-8 and an off-site water supply well WSW-6. The owner of WSW-4 was not at home and had not returned the access agreement prior to the June 2023 sampling event, therefore, WSW-4 was not sampled. An access agreement was left with the daughter of the WSW-4 property owner on June 2, 2023. The samples from the water supply wells and a field blank were submitted for analysis of VOCs by SM6200B. Analytical results for the samples collected from the water supply wells did not indicate targeted VOCs at concentrations exceeding the laboratory’s MDLs. Light Non-Aqueous Phase Liquid Historically, light non-aqueous phase liquid (LNAPL) has not been documented in the on-site monitoring wells. No LNAPL was measured in the monitoring wells MW-1, MW-2, or MW-10 in June 2023. 3. Receptor Information A receptor survey was conducted by Geological Resources, Inc. in 2003 during the LSA activities and a receptor survey update was performed by Alpha Environmental (Alpha) in May 2022. The receptor survey update identified eight private water supply wells within 500 feet of the source area, six private water supply wells between 500 feet and 1,000 feet of the source area, and one water supply well was identified between 1,000 and 1,500 feet of the source area. Water supply well WSW-1 is inactive, and WSW-2 has been abandoned. Municipal water is not available in the vicinity of the site. Chatuge Lake is located approximately 1,000 feet to the southeast of the source 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: WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 5 • May 2014 – Two 8,000-gallon gasoline USTs and one 6,000-gallon gasoline UST were removed on May 5 and May 8, 2014. The source of the petroleum contaminants was reportedly from a gasoline product line associated with the 6,000-gallon gasoline UST discovered in February 2003. Based on currently available information, no additional remedial actions have been performed at the site. 5. Recommendations Based on the results of assessment and monitoring activities conducted at the site in association with this TA, WR recommends the following: • Annual sampling of the monitoring wells MW-1 and MW-2 and water supply wells WSW-4, WSW-6, and WSW-8. SECTION C. SITE HISTORY AND CHARACTERIZATION The following information summarizes the site history and assessment. 1. UST Information The site is located at 3532 US Highway 64 East in a residential/agricultural district in Hayesville, Clay County, North Carolina (Figure 1). The site is currently occupied by an inactive convenience store/petroleum retail facility. Two 8,000-gallon gasoline USTs and one 6,000-gallon gasoline UST were removed in May 2014. Based on information in the 2004 CSA, soil contamination extended approximately 25 feet laterally around the former release and up to 13 feet below ground surface (bgs). 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: • February 2003 – The release was reported when gasoline odors were observed in WSW-1. WSW-1 is not currently in use; however, the WSW has not been abandoned. • September 2003 – An LSA was completed at the site by Geological Resources, Inc. Two soil samples were collected during the installation of MW-1. Several petroleum compounds exceeded the soil-to-water MSCCs in the soil sample collected at 5 feet bgs and benzene was above the soil-to-water MSCC in the soil sample collected at 20 feet bgs. Four Type II monitoring wells (MW-1 through MW-4) and one Type III monitoring well (TW-1) were installed. Multiple petroleum compounds were detected in MW-1 and MW-2 that exceeded the 2L Standards. None of the compounds detected were above the GCLs. A receptor survey was conducted. • June/July 2004 - A CSA was completed that included the installation twenty-one soil borings (SB-1 through SB-21). Soil samples SB-1 through SB-8, SB-10, SB-11, SB-13, and SB-16 WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 6 through SB-18 contained concentrations of VOCs and/or VPH above the soil-to-water MSCCs. No petroleum compounds were detected above the residential MSCCs. Based on information in the CSA, soil contamination extended approximately 25 feet laterally around the former release and up to 13 feet below ground surface (bgs). Five Type II monitoring wells (MW-5 through MW-9) were installed. One or more petroleum compounds exceeded the 2L Standards in MW-1, MW-2, and MW-4. • May 2014 – According to the Altamont UST Closure Report, two 8,000-gallon gasoline USTs and one 6,000-gallon gasoline UST were removed on May 5 and May 8, 2014. The source of the petroleum contaminants was reportedly from a gasoline product line associated with the 6,000-gallon gasoline UST discovered in February 2003; therefore, soil samples were not collected beneath the USTs. Previous reports indicated that the line was repaired and the gasoline in the UST was removed and replaced with diesel fuel. • Periodic groundwater monitoring of the site monitoring wells has occurred from 2014 through 2022. Monitoring wells MW-1 and MW-2 have contained one or more petroleum compound above the 2L Standards during the majority of the sampling events (MW-1 reportedly only contained MTBE above the laboratory MDLs, but below the 2L Standard in August 2018 and September 2019). Monitoring well MW-2 was not sampled between 2017 and 2021. • Water supply wells WSW-1, WSW-2, WSW-3, WSW-4, WSW-6, and/or WSW-8 were periodically sampled between June 2004 and May 2022. MTBE was detected in WSW-6 below 2L Standards in February 2015 at a concentration of 0.99 µg/L and 2.9 µg/L in September 2019. No other petroleum compounds were detected during any other WSW sampling event. • May 2022 – A receptor survey update was performed by Alpha. The update identified eight private water supply wells within 500 feet of the source area, six private water supply wells between 500 feet and 1,000 feet of the source area, and one water supply well was identified between 1,000 and 1,500 feet of the source area. Water supply well WSW-1 is inactive, and WSW-2 has been abandoned. Municipal water is not available in the vicinity of the site. 3. Brief Description of Site Characteristics The subject property is located at 3532 US Highway 64 East in a residential/agricultural district in Hayesville, Clay County, North Carolina (Figure 2). 4. Information on Receptors/Potential Receptors A receptor survey was conducted by Geological Resources, Inc. in 2003 during the LSA activities and a receptor survey update was performed by Alpha in May 2022. The receptor survey update identified eight private water supply wells within 500 feet of the source area, six private water supply wells between 500 feet and 1,000 feet of the source area, and one water supply well was identified between 1,000 and 1,500 feet of the source area. Water supply well WSW-1 is inactive, and WSW-2 has been abandoned. Municipal water is not available in the vicinity of the site. Chatuge Lake is located approximately 1,000 feet to the southeast of the source area. WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 7 5. Regional and Site Geology and Hydrology The Geologic Map of North Carolina depicts the site within the Blue Ridge Belt of the Blue Ridge Physiographic Province. The site is underlain by middle Proterozoic to late Proterozoic biotite gneiss, biotite-garnet gneiss, amphibolite, quartz, and alumino-silicates. According to the United States Department of Agricultural (USDA) Natural Resources Conservation Service (NRCS) Web Soil Survey, the source area is underlain by Tate loam (2 to 8 percent slopes) and Hayesville clay loam (8 to 15 percent slopes). Tate loam is well drained, found on coves, fans, and drainageways, and the parent material is colluvium derived from igneous and metamorphic rock. Hayesville clay loam is well drained, found on ridges, and the parent material is residuum weathered from hornblende gneiss and/or amphibolite. According to the CSA, soil at the site consists of silts and clays. Soils obtained during the installation of MW-10 and boring WR-1 consisted of clayey sand and sandy clay. Groundwater ranges from a depth of 11.11 feet bgs to 12.72 feet bgs at the site based on the June 2023 sampling event. SECTION D. SOIL SAMPLING – JUNE 2023 On June 1, 2023, WR personnel along with a licensed driller from AmeriProbe, LLC (Ameriprobe) advanced one soil boring near monitoring well MW-1 and one soil boring (WR-2) prior to installation of monitoring well MW-10 in the same borehole. Soil borings WR-1 and WR-2 were advanced using direct-push technology. Macrocores were collected at 5-foot intervals and the samples were further split into 2.5-foot intervals. The soil samples were then screened using a PID. Soil Sampling Activities Soil samples were collected at depths of 5.0 to 8.0 feet bgs in WR-1 and from 5.0 to 7.5 feet bgs in WR-2. The soil samples were submitted to a certified laboratory for the analysis of the Risk- Based Rule Parameters: EPA Method 8260 and MADEP Method for VPH. Laboratory Results Benzene and MTBE were detected at concentrations in excess of Soil-to-Water MSCCs in sample WR-1. Several petroleum compounds were detected above the laboratory MDLs, but below the Soil-to-Water MSCCs in WR-1. No petroleum compounds were detected above the MDLs in sample WR-2. These results are shown on Figure 3 and included in Table B-3. Copies of the laboratory analytical report and chain-of-custody are included in Appendix A. Field notes and site photographs are included in Appendix B. WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 8 SECTION E. MONITORING WELL INSTALLATION – JUNE 2023 On June 1, 2023, WR personnel along with Ameriprobe mobilized to the site to install one Type II monitoring well, MW-10, within the former UST basin via geoprobe with hollow stem auger attachments. MW-10 was installed to a depth of 15 feet bgs with a 10-foot length of 2-inch diameter Schedule 40 PVC 10-slot well screen and a 5-foot length of Schedule 40 PVC 2-inch diameter casing. The well was completed with a concrete collar/pad and 8-inch diameter flush-mount manway. Field notes and site photographs are included in Appendix B. The boring logs and well completion record are included in Appendix C. The monitoring well location is shown on Figure 2. Following completion, the well was developed with a disposable bailer. The top-of-casing elevation for monitoring well MW-10 was surveyed. WR’s generalized standard operating procedures are provided in Appendix D. SECTION F. GROUNDWATER SAMPLING – JUNE 2023 On June 2, 2023, WR performed groundwater sampling activities at the facility in association with TA-01 under NCDEQ Contract # N70522-C. The scope of work for this project included the gauging, purging, and sampling of monitoring wells MW-1, MW-2, and MW-10. The following paragraphs describe the sampling activities and associated laboratory analytical results. Groundwater Sampling Activities Prior to the purging and sampling of the monitoring wells on June 2, 2023, WR personnel opened and gauged the monitoring wells with a decontaminated electronic water level indicator to determine the depth to groundwater. LNAPL was not measured in the monitoring wells. The depth to groundwater measured in monitoring wells MW-1, MW-2, and MW-10 ranged from 11.11 feet below the top of casing in MW-10 to 12.72 feet below the top of casing in MW-2. The depth to water was measured within the screened interval. Based on the measured groundwater elevations, groundwater flow direction is to the southwest. A groundwater flow map is included as Figure 4. Groundwater elevation data is included in Table B-7. Following gauging, the monitoring wells were purged and sampled with disposable polyethylene bailers. The groundwater samples from the wells were decanted into pre-preserved laboratory- provided sample containers. The sample collected from monitoring wells MW-1, MW-2, and MW-10, and a field blank were submitted to Waypoint Analytical, Inc. for testing by SM 6200B. Laboratory Results Laboratory analytical results for monitoring well MW-1 indicated the presence of benzene slightly above the 15A NCAC 02L 0202 (2L) Standard. Several additional petroleum-related compounds were reported above the MDL, but below the 2L Standard in MW-1. Naphthalene was reported at a concentration above the MDL, but below the 2L Standard in monitoring well MW-2. Toluene was reported at a concentration above the MDL, but below the 2L Standard in WithersRavenel Our People. Your Success. Former Big D #420 – NCDEQ Incident #28081 WR Project # 23-0307-FC Groundwater Monitoring Report July 2023 9 monitoring well MW-10. No compounds were reported at concentrations that exceeded the gross contamination levels (GCLs) established by NCDEQ. Water Supply Wells WR collected samples from the on-site water supply well WSW-8 and an off-site water supply well WSW-6. The owner of WSW-4 was not at home and had not returned the access agreement prior to the June 2023 sampling event, therefore, WSW-4 was not sampled. An access agreement was left with the daughter of the WSW-4 property owner on June 2, 2023. The samples from the water supply wells and a field blank were submitted for analysis of VOCs by SM6200B. Analytical results for the samples collected from the water supply wells did not indicate targeted VOCs at concentrations exceeding the laboratory’s MDLs. These results are shown on Figure 5 and included in Table B-4. Copies of the laboratory analytical report and chain-of-custody are included in Appendix A. SECTION G. CONCLUSIONS AND RECOMMENDATIONS This report documents the results of field activities conducted at the site for TA-01, which included the installation of two soil borings (WR-1 and WR-2) and one monitoring well (MW-10) and the top-of-casing elevation survey for MW-10, purging and sampling of monitoring wells MW-1, MW-2, and MW-10. Conclusions based on observations, analytical data, and historical information include the following: • The site is currently an inactive convenience store/petroleum retail facility. • Municipal water is not available in the vicinity of the site. • Eight water supply wells or well head protection areas were identified within a 500-foot radius of the source area. • Six water supply wells were identified between a 500 and 1,000-foot radius of the source area. • Benzene was reported at a concentration that exceeded the 2L Standard in monitoring well MW-1. Several petroleum compounds were detected above the laboratory MDLs, but below the 2L Standard. • Analytical results for the samples collected from water supply wells WSW-6 and WSW-8 did not indicate targeted VOCs at concentrations exceeding the laboratory’s MDLs. Based on the results of the assessment activities conducted at the site in association with this TA, WR recommends the following: • Annual sampling of the monitoring wells MW-1 and MW-2 and water supply wells WSW-4, WSW-6, and WSW-8. WithersRavenel FIGURES MW-3 500 FT 1000 FT MW-1 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 WR-2/MW-10 WR-1 KBB FD DRAWN BY: 07/07/2023 23-0307-FC 1 SUBJECT SITE SCALE:FIGURE NO.: PROJECT NO.:DATE:APPROVED BY: FORMER BIG D #420 TF # 28081 3532 US HIGHWAY 64 HAYESVILLE, CLAY COUNTY, NC GENERAL LOCATION MAP 1"=500 ' GRAPHIC SCALE 1 inch = 500 ft. 0 500250 1000 WithersRavenel Engineers | Planners | Surveyors 115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 www.withersravenel.com MW-3 FORMER UST AREA US HIGHW A Y 6 4 TW-1 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 WR-2/MW-10 WR-1 MW-3 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 LSA MW MW-1 KBBFDDRAWN BY:07/07/202323-0307-FC2SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:SITE MAPWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340license #: F-1479 | www.withersravenel.com1"=30 'LEGEND TYPE II MONITORING WELL LOCATION TYPE III MONITORING WELL LOCATION ABANDONED MONITORING WELL LOCATION SOIL BORING LOCATION (JUNE 2023) NOTES: 1.2019 AERIAL OBTAINED FROM NC ONE MAP. 2.SOIL BORING WR-2 WAS OVER-DRILLED AND CONVERTED TO MW-10. GRAPHIC SCALE 1 inch = 30 ft. 0 3015 60 FORMER BIG D #420TF # 280813532 US HIGHWAY 64HAYESVILLE, CLAY COUNTY, NC MW-3 FORMER UST AREA US HIGHW A Y 6 4 TW-1 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 WR-2/MW-10 WR-1 MW-3 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 LSA MW MW-1 LEGEND TYPE II MONITORING WELL LOCATION TYPE III MONITORING WELL LOCATION ABANDONED MONITORING WELL LOCATION SOIL BORING LOCATION (JUNE 2023) NOTES: 1.2019 AERIAL OBTAINED FROM NC ONE MAP. 2.SOIL BORING WR-2 WAS OVER-DRILLED AND CONVERTED TO MW-10. GRAPHIC SCALE 1 inch = 30 ft. 0 3015 60 KBBFDDRAWN BY:07/07/202323-0307-FC3SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:SOIL BORINGS/SOILSAMPLE LOCATIONSWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340license #: F-1479 | www.withersravenel.com1"=30 'FORMER BIG D #420TF # 280813532 US HIGHWAY 64HAYESVILLE, CLAY COUNTY, NC FORMER UST AREA US HIGHW A Y 6 4 TW-1 (87.66) (87.11) (88.58) 88.5 8 8 . 0 8 7 . 5 (NM) (NM) (NM) (NM) (NM) MW-3 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 MW-108 8 . 5 88.0 LSA MW MW-1 (NM) (NM) LEGEND TYPE II MONITORING WELL LOCATION TYPE III MONITORING WELL LOCATION ABANDONED MONITORING WELL LOCATION NOTES: 1.2019 AERIAL OBTAINED FROM NC ONE MAP. GRAPHIC SCALE 1 inch = 30 ft. 0 3015 60 KBBFDDRAWN BY:07/07/202323-0307-FC4SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:GROUNDWATER HYDRAULICGRADIENT (FT)JUNE 2, 2023WithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340license #: F-1479 | www.withersravenel.com1"=30 'FORMER BIG D #420TF # 280813532 US HIGHWAY 64HAYESVILLE, CLAY COUNTY, NC FORMER UST AREA US HIGHW A Y 6 4 TW-1 MW-3 MW-9 MW-8 MW-5 MW-4 MW-2 MW-6 MW-7 MW-10 LSA MW MW-1 KBBFDDRAWN BY:07/07/202323-0307-FC5SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:GROUNDWATERANALYTICAL RESULTSJUNE 2, 2023WithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340license #: F-1479 | www.withersravenel.com1"=30 'LEGEND TYPE II MONITORING WELL LOCATION TYPE III MONITORING WELL LOCATION ABANDONED MONITORING WELL LOCATION NOTES: 1.) 2019 AERIAL OBTAINED FROM NC ONE MAP.FORMER BIG D #420TF # 280813532 US HIGHWAY 64HAYESVILLE, CLAY COUNTY, NCGRAPHIC SCALE 1 inch = 30 ft. 0 3015 60 500 FT 1000 FT US HIGHW A Y 6 4 WIL L I A M S O N R O A D 1 6 11 8 2 5 14 7 12 4 15 3 WJ C A B E ROAD LEDFORD CHAPEL ROAD9 10 KBBFDDRAWN BY:07/07/202323-0307-FC6SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:RECEPTOR MAPWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340license #: F-1479 | www.withersravenel.com1"=200 'LEGEND SUPPLY WELL LOCATION NOTES: 1. 2022 AERIAL OBTAINED FROM NC ONE MAP. 2. SUPPLY WELL LOCATIONS BASED ON WATER SUPPLY WELL MAP COMPLETED BY ALPHA ENVIRONMENTAL, GROUNDWATER MONITORING REPORT, JUNE 22, 2022. GRAPHIC SCALE 1 inch = 200 ft. 0 200100 400 5 FORMER BIG D #420TF # 280813532 US HIGHWAY 64HAYESVILLE, CLAY COUNTY, NC WithersRavenel TABLES UST IDNumberCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofUSTWas release associated with UST System? (Y/N)1 8,000 Steel 8' x 22' Unknown 1/31/1987 Closed by Removal May 8, 2014N2 8,000 Steel 8' x 22' Unknown 1/31/1987 Closed by Removal May 8, 2014N3 6,000 Steel 8' x 16' Unknown 1/31/1987 Closed by Removal May 8, 2014YAST IDNumberCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length) (ft)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofASTWas release associated with AST System? (Y/N)IncidentNumberMaterialReleasedDateofRelease28081 Gasoline February 2003Notes:1) UST Information obtained from NCDEQ tank and ownership publications and previous monitoring reports.Not ApplicableCurrent/LastContentsGasoline/DieselTable B‐1Site History:  UST/AST System & Other Release InformationFormer Big D #420A release from the product line for the 6,000‐gallon gasoline UST was discovered due to gasoline odors detected in WSW‐1. Following the repair of the product line, the gasoline was reportedly removed from the 6,000‐gallon UST and it was refilled with diesel. 3532 US Highway 64Hayesville, NCDescription of ReleaseIncident # 28081Current/LastContentsGasolineGasolinePage 1 of 1 EPA‐8270E  Sample ID Date Collected PID Field  Reading (ppm)AcetoneBenzeneEthylbenzeneIsopropylbenzeneMethyl tert‐butyl ethern‐Propylbenzene1,2,4‐Trimethylbenzene1,3,5 TrimethylbenzeneTotal XylenesAll Semi Volatile Organic Compounds C5‐C8 AliphaticsC9‐C12 AliphaticsC9‐C10 AromaticsC19‐C36 AliphaticsC11‐C22 AromaticsC9‐C18 Aliphatics67-64-1 71-43-2 100-41-4 98-82-8 1634-04-4 103-65-1 95-63-6 108-67-8 1330-20-7 --‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ WR‐1 6/1/2023 0.0 0.085 0.097 0.063 0.02 1.83 0.05 1.47 0.108 2.22 NA 32.5 51.2 18.4 NA NA NA WR‐2 6/1/2023 0.0 <0.025 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 ND <10.1 <10.1 <10.1 <62.7 <62.7 <62.7 24 0.0072 8 1.3 0.085 1.4 6.6 6.6 6 ‐‐‐68 540 31 ‐‐‐31 540 14,000 12 60.3 1,560 156 1,560 156 156 3,120 ‐‐‐625 1,560 469 31200 469 1560 210,000 59.4 297 23,300 1,810 23,300 2,330 2,330 46,700 ‐‐‐9,340 23,300 7,000 467,000 7,000 23,300 Notes: 1) All results provided in mg/kg (milligrams per kilogram) or parts per million. 2) MSCC = Maximum Soil Contaminant Concentration Level. (Comprehensive Tables for Corrective Action Guidelines, September 7, 2022 Version, Change 5). 3) ND = Not detected. 4) NA = Not Analyzed. Result = Result Exceeds Laboratory Detection Limits Result = Result Exceeds NCDEQ Action Level for TPH or Soil‐to‐Water MSCCResult= Result Exceeds NCDEQ Residential MSCC Result = Result Exceeds NCDEQ Industrial/Commercial MSCC MADEP‐EPH CAS TABLE B‐3 SUMMARY OF SOIL ANALYTICAL RESULTS Former Big D #420 Incident # 28081 3532 US Highway 64 Hayesville, NC Soil‐to‐Water MSCC Residential MSCC Industrial/ Commercial MSCC Analytical Method EPA‐8260D ‐ Volatile Organic Compounds MADEP‐VPH Calculated 3030C Acetone Benzene Butylbenzene, n‐Butylbenzene, sec‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐Trimethylbenzene, 1,3,5‐Xylenes, total LeadC5‐C8 AliphaticC9‐C12 AliphaticC9‐C10 Aromatic67‐64‐171‐43‐2 104‐51‐8 135‐98‐8 100‐41‐4 108‐20‐398‐82‐8 1634‐04‐491‐20‐3 103‐65‐1 108‐88‐396‐18‐495‐63‐6 108‐67‐8 1330‐20‐7 09/25/03 NR 4,900 NA NA 5,500 320 NA 15,000 ND NA 48,000 NA NA NA 38,000 40 58,000 160,000 7,900 06/10/04 NR 950 NA NA 2,400 <250 NA 1,900 ND NA 7,400 NA NA NA 13000 25 NA NA NA 07/29/14 NR 197 ND ND 577 3.5 81.7 1,100 127 179 740 ND 907 281 1,828 NA 4,200 11,500 2,470 02/12/15 NR 317 ND ND 704 5.1 67.4 1,620 130 196 652 ND 923 271 1,769 NA 5,470 10,700 2,010 12/09/15 NR 201 ND 16.4 514 3.7 62.4 1,550 90.6 213 448 ND 1,010 305 1,450 NA NA NA NA 06/02/16 NR 64.1 ND 13.4 267 ND 43.6 239 70.6 155 204 ND 641 223 564 NA NA NA NA 12/06/16 NR 63.1 ND 13.5 367 ND 62.4 304 107 210 10.5 ND 1,060 327 805 NA NA NA NA 05/26/17 NR 70.2 ND ND   ND 17.1 1,670 26.8 ND 150 63 190 ND 317.6 NA NA NA NA 08/23/18 NR ND NA NA ND ND NA 1.2 ND NA ND NA NA NA ND NA NA NA NA 09/20/19 NR ND NA NA ND ND NA 3.9 ND NA ND NA NA NA ND NA NA NA NA 05/17/22 NR 1.9 6 ND 27.8 ND 7.8 8.6 5.4 29.6 0.61 ND 65.1 29 42.2 6.8 683 418 433 06/02/23 11.51.261.475.3616.5<0.500 5.39 15.6 4.72 6.75 <0.500 <0.500 22.7 2.38 20.2 NA NA NA NA 09/25/03 NR 780 NA NA 560 35 NA 310 ND NA 2,800 NA NA NA 2,650 94 3,100 4,800 860 06/10/04 NR 630 NA NA 310 <25 NA 440 ND NA 550 NA NA NA 1,500 59 NA NA NA 07/29/14 02/12/15 NR 251 ND 6 327 3.9 44.4 342 261 107 38.8 ND ND ND 1,123 NA ND 8,720 ND 12/09/15 NR 209 ND ND 385 2.4 48.4 142 267 134 99.5 ND ND ND 1,660 NA NA NA NA 06/02/16 NR 38.1 ND 3.9 147 ND 19.6 40.1 197 60.5 21.3 ND ND ND 549 NA NA NA NA 05/17/22 NR 14.6 ND ND 78.9 ND 18.3 6.3 143 53.8 9.5 ND 145 46.9 148 ND 338 717 667 06/02/23 <10.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <1.00 3.48 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 NA NA NA NA 09/25/03 NR ND NA NA ND ND NA ND ND NA 2.7 NA NA NA ND 77 ND ND ND 06/10/04 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND 100 NA NA NA 07/29/14 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 05/17/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND 9.7 ND ND ND 09/25/03 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND 21 ND ND ND 06/10/04 NR 1.3 NA NA ND ND NA 7.2 ND NA ND NA NA NA ND 160 NA NA NA 07/29/14 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 05/17/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 06/10/04 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND 240 ND ND ND 07/29/14 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 6000 1 70 70 600 70 70 20 6 70 600 NL 400 400 500 15 400 700 200 6,000,000 5,000 5,900 8,800 80,000 70,000 30,500 20,000 6,000 26,100 260,000 NL 28,500 24,100 50,000 15,000 NA NA NA Notes: 1)All results provided in ug/L (micrograms per liter) or parts per billion. 2) 3) 4)GCLs for Groundwater = NCDEQ UST Section Gross Contamination Levels for Groundwater. NL =  No Regulatory Limit Established. NA / ND = Compound Not Analyzed or Not Detected. Result = Result Exceeds Laboratory Detection Limits. Result = Result Exceeds 2L Standard. Result = Result Exceeds GCL Value. Sample ID Date Collected Analytical Method 6200B ‐ Volatile Organic Compounds MW‐1 MW‐2 MW‐3 MW‐4 Well not found Well not found MW‐5 NC 2L Standard  GCLs for Groundwater Compounds 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.  MADEP VPH TABLE B‐4 SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTS Former Big D #420 Incident # 28081 3532 US Highway 64 Hayesville, NC NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L. Well not found Page 1 of 3 Calculated 3030C Acetone Benzene Butylbenzene, n‐Butylbenzene, sec‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐Trimethylbenzene, 1,3,5‐Xylenes, total LeadC5‐C8 AliphaticC9‐C12 AliphaticC9‐C10 Aromatic67‐64‐171‐43‐2 104‐51‐8 135‐98‐8 100‐41‐4 108‐20‐398‐82‐8 1634‐04‐491‐20‐3 103‐65‐1 108‐88‐396‐18‐495‐63‐6 108‐67‐8 1330‐20‐7 Sample ID Date Collected Analytical Method 6200B ‐ Volatile Organic Compounds MADEP VPH TABLE B‐4 SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTS Former Big D #420 Incident # 28081 3532 US Highway 64 Hayesville, NC 06/10/04 NR ND NA NA ND ND NA 14 ND NA ND NA NA NA ND 630 ND ND ND 07/29/14 NRNDNANDNDNDND3.1NDNDNDNDNDNDNDNANDNDND 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 12/09/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 06/02/16 NR ND ND ND ND ND ND 0.65 ND ND ND ND ND ND ND NA NA NA NA 12/06/16 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 05/26/17 NR ND ND ND ND ND ND 0.56 ND ND ND ND ND ND ND NA NA NA NA 08/23/18 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND NA NA NA NA 09/20/19 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND NA NA NA NA 05/18/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 06/10/04 NR ND NA ND ND NA ND ND NA ND NA NA NA ND 99 ND ND ND 07/29/14 NR 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 05/17/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 06/10/04 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND 130 ND ND ND 07/29/14 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 05/17/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 06/10/04 NR ND NA ND ND ND ND ND ND ND NA NA NA ND 420 ND ND ND 07/29/14 02/13/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND MW‐10 06/02/23 <10.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <1.00 <1.00 <0.500 0.868 <0.500 <0.500 <0.500 <0.500 NA NA NA NA 09/25/03 NR ND NA NA ND NA NA NA ND NA ND NA NA NA ND ND ND ND ND 06/10/04 NR ND NA NA ND NA NA NA ND NA ND NA NA NA ND ND ND ND ND 07/29/14 NR ND ND ND ND NA ND 0.81 ND ND ND ND ND ND ND NA ND ND ND 02/12/15 NR ND ND ND ND NA ND 0.56 ND ND ND ND ND ND ND NA ND ND ND 05/17/22 NR ND ND ND ND ND ND 2.2 ND ND ND ND ND ND ND ND ND ND ND 6000 1 70 70 600 70 70 20 6 70 600 NL 400 400 500 15 400 700 200 6,000,000 5,000 5,900 8,800 80,000 70,000 30,500 20,000 6,000 26,100 260,000 NL 28,500 24,100 50,000 15,000 NA NA NA Notes: 1)All results provided in ug/L (micrograms per liter) or parts per billion. 2) 3) 4)GCLs for Groundwater = NCDEQ UST Section Gross Contamination Levels for Groundwater. NL =  No Regulatory Limit Established. NA / ND = Compound Not Analyzed or Not Detected. Result = Result Exceeds Laboratory Detection Limits. Result = Result Exceeds 2L Standard. Result = Result Exceeds GCL Value. Well not found MW‐6 Well not found NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L. Compounds 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 Groundwater NC 2L Standard  TW‐1 MW‐9 MW‐8 MW‐7 Page 2 of 3 Calculated 3030C Acetone Benzene Butylbenzene, n‐Butylbenzene, sec‐ Ethylbenzene Isopropyl Ether Isopropylbenzene (Cumene) Methyl‐tert‐Butyl Ether Naphthalene Propylbenzene, n‐Toluene Trichloropropane, 1,2,3‐ Trimethylbenzene, 1,2,4‐Trimethylbenzene, 1,3,5‐Xylenes, total LeadC5‐C8 AliphaticC9‐C12 AliphaticC9‐C10 Aromatic67‐64‐171‐43‐2 104‐51‐8 135‐98‐8 100‐41‐4 108‐20‐398‐82‐8 1634‐04‐491‐20‐3 103‐65‐1 108‐88‐396‐18‐495‐63‐6 108‐67‐8 1330‐20‐7 Sample ID Date Collected Analytical Method 6200B ‐ Volatile Organic Compounds MADEP VPH TABLE B‐4 SUMMARY OF GROUNDWATER AND WATER SUPPLY WELL ANALYTICAL RESULTS Former Big D #420 Incident # 28081 3532 US Highway 64 Hayesville, NC 07/02/04 NR 270 NA NA 8.2 NA NA 960 NA NA 690 NA NA NA 280 NA NA NA NA 07/29/14 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 02/12/15 06/10/04 NR ND NA NA ND NA NA ND ND NA ND NA NA NA ND NA NA NA NA 07/29/14 02/12/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND Unknown 06/10/04 NR ND NA NA ND NA NA ND ND NA ND NA NA NA ND NA NA NA NA 07/29/14 02/12/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 06/10/04 NR ND NA NA ND NA NA ND ND NA ND NA NA NA ND NA NA NA NA 07/29/14 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 02/12/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 06/10/04 NR ND NA NA ND NA NA ND NA NA ND NA NA NA ND NA NA NA NA 07/29/14 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 02/12/15 NR ND ND ND ND ND ND 0.99 ND ND ND ND ND ND ND NA ND ND ND 07/06/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA ND ND ND 12/09/15 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 06/02/16 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 12/06/16 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 05/26/17 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 08/23/18 NR ND NA NA ND ND NA ND ND NA ND NA NA NA ND NA NA NA NA 09/20/19 NR ND NA NA ND ND NA 2.9 ND NA ND NA NA NA ND NA NA NA NA 05/18/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 06/02/23 <10.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 NA NA NA NA 05/18/22 NR ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA 06/02/23 <10.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 NA NA NA NA Field Blank 06/02/23 <10.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <1.00 <1.00 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 NA NA NA NA 6000 1 70 70 600 70 70 20 6 70 600 NL 400 400 500 15 400 700 200 6,000,000 5,000 5,900 8,800 80,000 70,000 30,500 20,000 6,000 26,100 260,000 NL 28,500 24,100 50,000 15,000 NA NA NA Notes: 1)All results provided in ug/L (micrograms per liter) or parts per billion. 2) 3) 4)GCLs for Groundwater = NCDEQ UST Section Gross Contamination Levels for Groundwater. NL =  No Regulatory Limit Established. NA / ND = Compound Not Analyzed or Not Detected. Result = Result Exceeds Laboratory Detection Limits. Result = Result Exceeds 2L Standard. Result = Result Exceeds GCL Value. NC 2L Standard  GCLs for Groundwater Compounds 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. WSW‐3 Well not sampled WSW‐4 WSW‐6 WSW‐8 WSW‐1 Inactive WSW‐2 Well not sampled Abandoned Page 3 of 3 WSW-1 5570045287293544 Highway 64 EastHayesville, NC 28904Clay Frank & Sharon Sult TrusteePO Box 1364Hayesville, NC 28904Inactive - the property uses WSW-8 for drinking water~35~60Down GradientWSW-2 & WSW-8557004526620(Subject Site)3532 Highway 64 EastHayesville, NC 28904ClayArtella Inc.4922 Liberty RoadGreensboro, NC 27406WSW-2 is abandoned, WSW-8 is activeUnknown ~360/~240Down GradientWSW-3 557004533440Highway 64 EastHayesville, NC 28904ClayBetty C. Ashe285 WJ Cabe RoadHayesville, NC 28904ActiveUnknown~440Up GradientWSW-4 5570045370763517 Highway 64 EastHayesville, NC 28904ClayLedford S. ChapelPO Box 205Hayesville, NC 28904ActiveUnknown~370UP GradientWSW-5 557004526262103 High View DriveHayesville, NC 28904Clay Dustin & Mary Dallman46 Mountain View DriveArden, NC 28704ActiveUnknown~525Cross GradientWSW-6 5570045296993580 Highway 64 EastHayesville, NC 28904ClayDoris I. Smith & Ruth A. Dockery3580 Hwy 64 EHayesville, NC 28904ActiveUnknown~380Down GradientWSW-7 557004528290178 Ledford Chapel RoadHayesville, NC 28904Clay Robert & Monya Seibert1124 NC 69 Ste. 105Hayesville, NC 28904ActiveUnknown~540Down GradientWSW-9 55700462457478 Ledford Chapel RoadHayesville, NC 28904ClayLedford S. ChapelPO Box 205Hayesville, NC 28904ActiveUnknown~675Cross GradientWSW-10 557004624339Ledford Chapel RoadHayesville, NC 28904ClayShane S. Simonds100 Ledford Chapel RoadHayesville, NC 28904ActiveUnknown~650Down GradientWSW-11 557004621594102 Ledford Chapel RoadHayesville, NC 28904ClayJoanne ChambersPO Box 1462Hayesville, NC 28904ActiveUnknown~470Down GradientWSW-12 557004620050246 Ledford Chapel RoadHayesville, NC 28904Clay Waymond & Carla Creamer369 Waterford DriveCataula, GA 31804Active80~930Down GradientWSW-13 557004513570101 Rosenkranz LaneHayesville, NC 28904Clay Jeff & Jodi Schneider3345 Highgate HillsDuluth, GA 30097ActiveUnknown~1,290Cross GradientWSW-14 557004527100167 Highview DriveHayesville, NC 28904ClayTheresa Parker167 Highview DriveHayesville, NC 28904ActiveUnknown~710Cross GradientWSW-15 5570045247783500 Highway 64 EastHayesville, NC 28904Clay Hass Real Estate, LLC119 Ridgepoint PlaceGaitherburg, MD 20878UnknownUnknown~340Up GradientNotes: 1)2) Location relative to groundwater flow is based on historical groundwater flow data.Well IDParcelNumberProperty Address County Property OwnerProperty Owner AddressTABLE B‐5APUBLIC & PRIVATE WATER SUPPLY WELL INFORMATIONFormer Big D #420Incident # 280813532 US Highway 64Hayesville, NCWell location address and property owner information was obtained from historical reporting for the incident.Well UseWell Depth(feet)Distance (ft)/ Direction from Source (feet)Location Relative to Groundwater FlowPage 1 of 1 Well ID Date InstalledTop of Casing Elevation(ft)Well Diameter (in)Well Casing Depth(ft‐BGS)Screen Interval (ft‐BGS)Depth of Well   (ft‐BGS)Date of MeasurementDepth To Water (ft‐BTOC)Product Thickness (ft)Groundwater Elevation(ft)9/25/2003 13.38‐‐86.627/1/2004 12.33‐‐87.677/29/2014 13.5‐‐86.502/12/2015 13.74‐‐86.2612/9/2015 10.34‐‐89.666/2/2016 12.79‐‐87.215/26/2017 11.12‐‐88.888/23/2018 10.85‐‐89.159/20/2019 11.23‐‐88.775/17/2022 11.38‐‐88.626/2/2023 12.34‐‐87.669/25/2003 13.44‐‐86.397/1/2004 12.85‐‐86.982/12/2015 13.79‐‐86.0412/9/2015 12.07‐‐87.766/2/2016 13.08‐‐86.755/17/2022 12.18‐‐87.656/2/2023 12.72‐‐87.119/25/2003 12.29‐‐88.097/1/2004 11.48‐‐88.92/12/2015 12.76‐‐87.6212/9/2015 9.06‐‐91.326/2/2016 10.6‐‐89.785/17/2022 11.00‐‐89.389/25/2003 11.52‐‐88.067/1/2004 11.67‐‐87.917/29/2014 11.97‐‐87.612/12/2015 12.83‐‐86.7512/9/2015 9.18‐‐90.406/2/2016 11.22‐‐88.365/17/2022 10.75‐‐88.837/1/2004 10.59‐‐87.352/12/2015 11.68‐‐86.2612/9/2015 8.91‐‐89.036/2/2016 9.93‐‐88.017/1/2004 5.19‐‐83.967/30/2014 5.63‐‐83.522/12/2015 5.75‐‐83.4012/9/2015 4.92‐‐84.236/2/2016 5.48‐‐83.675/26/2017 5.33‐‐83.828/23/2018 5.18‐‐83.979/20/2019 5.88‐‐83.275/17/2022 5.21‐‐83.947/1/2004 12.77‐‐86.142/12/2015 15.12‐‐83.7912/9/2015 11.16‐‐87.756/2/2016 13.78‐‐85.135/17/2022 13.00‐‐85.917/1/2004 11.85‐‐87.997/29/2014 13.98‐‐85.862/12/2015 14.02‐‐85.8212/9/2015 9.74‐‐90.106/2/2016 13.01‐‐86.835/17/2022 12.05‐‐87.797/1/2004 10.18‐‐90.372/12/2015 12.07‐‐88.4812/9/2015 7.75‐‐92.806/2/2016 13.01‐‐87.54MW‐10 6/1/2023 99.69 2 0 ‐ 10 10 ‐ 15 15 6/2/2023 11.11‐‐88.589/25/2003 15.25‐‐84.917/1/2004 12.4‐‐87.767/29/2014 13.08‐‐87.082/12/2015 13.82‐‐86.3412/9/2015 10.34‐‐89.826/2/2016 12.23‐‐87.935/17/2022 11.43‐‐88.731)2)Top of Casing (TOC) elevations for MW‐1RR & MW‐9 surveyed by WithersRavenel.3)4)BGS ‐ Below Ground Surface.5)BTOC ‐ Below Top of Casing.6) If free product present groundwater elevation calculated by [TOC‐DTW]+[free product thickness x 0.8581].Hayesville, NCTABLE B‐7MONITORING WELL CONSTRUCTION AND LIQUID LEVEL DATAFormer Big D #420Incident # 280813532 US Highway 64NM = Not Measured.Notes: 10 ‐ 200 ‐ 102100.389/24/2003MW‐3MW‐6MW‐45 ‐ 200 ‐ 5298.916/8/2004MW‐70 ‐ 10 10 ‐ 20 2020Top of Casing (TOC) elevations & data provided prior to February 2018 by previous consultants.26/8/20042010 ‐ 200 ‐ 10299.58297.949/24/2003202010 ‐ 200 ‐ 102100.009/24/2003MW‐1MW‐2 9/24/2003 99.83122 ‐ 120 ‐ 2289.156/9/2004MW‐5205 ‐ 200 ‐ 52100.556/8/2004MW‐9299.846/8/2004MW‐8205 ‐ 200 ‐ 5TW‐1 9/25/2003 100.16 2 0 ‐ 41 41 ‐ 46 46205 ‐ 200 ‐ 5 WithersRavenel 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.   6/14/2023 Withers & Ravenel Flora D'Souza 115 Mackenan Dr. BUILDING 117 Cary, NC, 27511 Ref: Analytical Testing Lab Report Number: 23-157-0005 Client Project Description: Former Big D #420 23-0307-FC Dear Flora D'Souza: Waypoint Analytical, LLC (Charlotte) received sample(s) on 6/6/2023 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 81 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 00016/23-157-0005 Page 2 of 81 Report Number: Sample Summary Table Client Project Description: 23-157-0005 Former Big D #420 23-0307-FC Lab No Client Sample ID Matrix Date Collected Date Received 06/01/2023 09:20Solids 97644 WR-1 06/06/2023 10:30 06/01/2023 10:10Solids 97645 WR-2 06/06/2023 10:30 06/02/2023 12:05Aqueous 97646 MW-1 06/06/2023 10:30 06/02/2023 12:40Aqueous 97647 MW-2 06/06/2023 10:30 06/02/2023 13:15Aqueous 97648 MW-10 06/06/2023 10:30 06/02/2023 15:00Aqueous 97649 WSW-6 06/06/2023 10:30 06/02/2023 14:30Aqueous 97650 WSW-8 06/06/2023 10:30 06/02/2023 13:30Aqueous 97651 Field Blank 06/06/2023 10:30 Page 3 of 81 Summary of Detected Analytes QualifiersAnalyzedUnitsResult Report Number: Client Sample ID Method Parameters Lab Sample ID 23-157-0005 Report Limit Project:Former Big D #420 V 97644WR-1 0.085 06/06/2023 14:488260DAcetonemg/Kg - dry 0.024 0.097 06/06/2023 14:488260DBenzenemg/Kg - dry 0.006 0.063 06/06/2023 14:488260DEthylbenzenemg/Kg - dry 0.006 0.020 06/06/2023 14:488260DIsopropylbenzenemg/Kg - dry 0.006 1.83 06/06/2023 15:158260DMethyl tert-butyl ether (MTBE)mg/Kg - dry 0.151 0.050 06/06/2023 14:488260Dn-Propylbenzene mg/Kg - dry 0.006 1.47 06/06/2023 15:158260D1,2,4-Trimethylbenzene mg/Kg - dry 0.151 0.108 06/06/2023 14:488260D1,3,5-Trimethylbenzene mg/Kg - dry 0.006 0.027 06/06/2023 14:488260Do-Xylene mg/Kg - dry 0.006 2.20 06/06/2023 15:158260Dm,p-Xylene mg/Kg - dry 0.303 2.22 06/06/2023 14:488260DXylene (Total)mg/Kg - dry 0.006 32.5 06/07/2023 10:53MADEP-VPH Aliphatic C5-C8 mg/Kg - dry 9.71 51.2 06/07/2023 10:53MADEP-VPH Aliphatic C9-C12 mg/Kg - dry 9.71 18.4 06/07/2023 10:53MADEP-VPH Aromatic C9-C10 mg/Kg - dry 9.71 17.6 06/07/2023 13:46SW-DRYWT Moisture % V 97645WR-2 20.4 06/07/2023 13:46SW-DRYWT Moisture % V 97646MW-1 11.5 06/08/2023 18:266200BAcetoneµg/L 10.0 1.26 06/08/2023 18:266200BBenzeneµg/L 0.500 1.47 06/08/2023 18:266200Bn-Butylbenzene µg/L 0.500 5.36 06/08/2023 18:266200Bsec-Butyl benzene µg/L 0.500 16.5 06/08/2023 18:266200BEthylbenzeneµg/L 0.500 5.39 06/08/2023 18:266200BIsopropylbenzeneµg/L 0.500 15.6 06/08/2023 18:266200BMethyl tert-butyl ether (MTBE)µg/L 1.00 4.72 06/08/2023 18:266200BNaphthaleneµg/L 1.00 6.75 06/08/2023 18:266200Bn-Propylbenzene µg/L 0.500 22.7 06/08/2023 18:266200B1,2,4-Trimethylbenzene µg/L 0.500 2.38 06/08/2023 18:266200B1,3,5-Trimethylbenzene µg/L 0.500 0.624 06/08/2023 18:266200Bo-Xylene µg/L 0.500 19.6 06/08/2023 18:266200Bm,p-Xylene µg/L 1.00 20.2 06/08/2023 18:266200BXylene (Total)µg/L 0.500 V 97647MW-2 3.48 06/08/2023 07:286200BNaphthaleneµg/L 1.00 Page 4 of 81 Summary of Detected Analytes QualifiersAnalyzedUnitsResult Report Number: Client Sample ID Method Parameters Lab Sample ID 23-157-0005 Report Limit Project:Former Big D #420 V 97648MW-10 0.868 06/08/2023 07:526200BTolueneµg/L 0.500 Page 5 of 81   Client: Withers & Ravenel CASE NARRATIVE Project: Former Big D #420 Lab Report Number: 23-157-0005 Date: 6/13/2023 Volatile Organic Compounds - GC/MS Method 8260D Analyte: 4-Methyl-2-pentanone QC Batch No: V34058/V34056 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits. Analyte: Acrolein QC Batch No: V34058/V34056 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: Acrolein QC Batch No: V34069/V34056 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: Acrylonitrile QC Batch No: V34058/V34056 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: Vinyl acetate QC Batch No: V34058/V34056 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. Semivolatile Organic Compounds - GC/MS Method 8270E Analyte: Benzoic Acid QC Batch No: V34186/V34156 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits. Page 6 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-1 97644 Matrix: 6/1/2023 9:20 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF 0.085 mg/Kg - dry 0.024Acetone 1 06/06/23 14:48 8260DTBL 0.097 mg/Kg - dry 0.006Benzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Bromobenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Bromochloromethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Bromodichloromethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Bromoform 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Bromomethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006n-Butylbenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006sec-Butyl benzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006tert-Butyl benzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Carbon Tetrachloride 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Chlorobenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Chlorodibromomethane 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Chloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Chloroform 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Chloromethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0062-Chlorotoluene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0064-Chlorotoluene 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.0121,2-Dibromo-3-Chloropropane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dibromoethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Dibromomethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dichlorobenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,3-Dichlorobenzene 1 06/06/23 14:48 8260DTBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 7 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-1 97644 Matrix: 6/1/2023 9:20 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.006 mg/Kg - dry 0.0061,4-Dichlorobenzene 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Dichlorodifluoromethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1-Dichloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dichloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1-Dichloroethene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006cis-1,2-Dichloroethene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006trans-1,2-Dichloroethene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dichloropropane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,3-Dichloropropane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0062,2-Dichloropropane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1-Dichloropropene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006cis-1,3-Dichloropropene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006trans-1,3-Dichloropropene 1 06/06/23 14:48 8260DTBL 0.063 mg/Kg - dry 0.006Ethylbenzene 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Hexachlorobutadiene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Di-Isopropyl Ether (DIPE)1 06/06/23 14:48 8260DTBL 0.020 mg/Kg - dry 0.006Isopropylbenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0064-Isopropyl toluene 1 06/06/23 14:48 8260DTBL <0.024 mg/Kg - dry 0.0242-Hexanone 1 06/06/23 14:48 8260DTBL <0.024 mg/Kg - dry 0.024Methyl Ethyl Ketone (MEK)1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Methylene Chloride 1 06/06/23 14:48 8260DTBL 1.83 mg/Kg - dry 0.151Methyl tert-butyl ether (MTBE)50 06/06/23 15:15 8260DTBL <0.024 mg/Kg - dry 0.0244-Methyl-2-Pentanone 1 06/06/23 14:48 8260DTBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 8 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-1 97644 Matrix: 6/1/2023 9:20 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.012 mg/Kg - dry 0.012Naphthalene 1 06/06/23 14:48 8260DTBL 0.050 mg/Kg - dry 0.006n-Propylbenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Styrene 1 06/06/23 14:48 8260DTBL <0.060 mg/Kg - dry 0.060Ethyl Tertiary Butyl Ether (ETBE)1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1,1,2-Tetrachloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1,2,2-Tetrachloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Tetrachloroethene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Toluene 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.0121,2,3-Trichlorobenzene 1 06/06/23 14:48 8260DTBL 17.6 %Moisture 1 06/07/23 13:46 SW-DRYWTCNC <0.012 mg/Kg - dry 0.0121,2,4-Trichlorobenzene 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1,1-Trichloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,1,2-Trichloroethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.006Trichloroethene 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Trichlorofluoromethane 1 06/06/23 14:48 8260DTBL <0.006 mg/Kg - dry 0.0061,2,3-Trichloropropane 1 06/06/23 14:48 8260DTBL 1.47 mg/Kg - dry 0.1511,2,4-Trimethylbenzene 50 06/06/23 15:15 8260DTBL 0.108 mg/Kg - dry 0.0061,3,5-Trimethylbenzene 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Vinyl Acetate 1 06/06/23 14:48 8260DTBL <0.012 mg/Kg - dry 0.012Vinyl Chloride 1 06/06/23 14:48 8260DTBL 2.20 mg/Kg - dry 0.303m,p-Xylene 50 06/06/23 15:15 8260DTBL 0.027 mg/Kg - dry 0.006o-Xylene 1 06/06/23 14:48 8260DTBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 9 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-1 97644 Matrix: 6/1/2023 9:20 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF 2.22 mg/Kg - dry 0.006Xylene (Total)1 06/06/23 14:48 8260D Surrogate: 4-Bromofluorobenzene 113 Limits: 70-130%06/06/23 14:481 TBL V34058 Surrogate: Dibromofluoromethane 105 Limits: 84-123%06/06/23 14:481 TBL V34058 Surrogate: Toluene-d8 98.7 Limits: 76-129%06/06/23 14:481 TBL V34058 Surrogate: 4-Bromofluorobenzene 115 Limits: 70-130%06/06/23 15:1550 TBL V34237 Surrogate: Dibromofluoromethane 105 Limits: 70-130%06/06/23 15:1550 TBL V34237 Surrogate: Toluene-d8 99.3 Limits: 76-129%06/06/23 15:1550 TBL V34237 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 10 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-1 97644 Matrix: 6/1/2023 9:20 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF 5035 8260D Prep Batch(es):V34056 06/06/23 08:00 V34236 06/06/23 08:00 <0.024 mg/Kg - dry 0.024Acrolein 1 06/06/23 14:48 V34058TBL <0.024 mg/Kg - dry 0.024Acrylonitrile 1 06/06/23 14:48 V34058TBL <0.006 mg/Kg - dry 0.006Carbon Disulfide 1 06/06/23 14:48 V34058TBL <0.012 mg/Kg - dry 0.012n-Hexane 1 06/06/23 14:48 V34058TBL Surrogate: 4-Bromofluorobenzene 113 Limits: 70-130%06/06/23 14:481 TBL V34058 Surrogate: Dibromofluoromethane 105 Limits: 84-123%06/06/23 14:481 TBL V34058 Surrogate: Toluene-d8 98.7 Limits: 76-129%06/06/23 14:481 TBL V34058 Surrogate: 4-Bromofluorobenzene 115 Limits: 70-130%06/06/23 15:1550 TBL V34237 Surrogate: Dibromofluoromethane 105 Limits: 70-130%06/06/23 15:1550 TBL V34237 Surrogate: Toluene-d8 99.3 Limits: 76-129%06/06/23 15:1550 TBL V34237 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 11 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-1 97644 Matrix: 6/1/2023 9:20 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF MAVPH (Prep) MADEP-VPH Prep Batch(es):V34053 06/07/23 08:00 32.5 mg/Kg - dry 9.71Aliphatic C5-C8 100 06/07/23 10:53 V34054TBL 51.2 mg/Kg - dry 9.71Aliphatic C9-C12 100 06/07/23 10:53 V34054TBL 18.4 mg/Kg - dry 9.71Aromatic C9-C10 100 06/07/23 10:53 V34054TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)115 Limits: 70-130%06/07/23 10:53100 TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)114 Limits: 70-130%06/07/23 10:53100 TBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 12 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.025 mg/Kg - dry 0.025Acetone 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Benzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Bromobenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Bromochloromethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Bromodichloromethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Bromoform 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Bromomethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006n-Butylbenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006sec-Butyl benzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006tert-Butyl benzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Carbon Tetrachloride 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Chlorobenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Chlorodibromomethane 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Chloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Chloroform 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Chloromethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0062-Chlorotoluene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0064-Chlorotoluene 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.0121,2-Dibromo-3-Chloropropane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dibromoethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Dibromomethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dichlorobenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,3-Dichlorobenzene 1 06/07/23 11:04 8260DTBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 13 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.006 mg/Kg - dry 0.0061,4-Dichlorobenzene 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Dichlorodifluoromethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1-Dichloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dichloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1-Dichloroethene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006cis-1,2-Dichloroethene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006trans-1,2-Dichloroethene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,2-Dichloropropane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,3-Dichloropropane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0062,2-Dichloropropane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1-Dichloropropene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006cis-1,3-Dichloropropene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006trans-1,3-Dichloropropene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Ethylbenzene 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Hexachlorobutadiene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Di-Isopropyl Ether (DIPE)1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Isopropylbenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0064-Isopropyl toluene 1 06/07/23 11:04 8260DTBL <0.025 mg/Kg - dry 0.0252-Hexanone 1 06/07/23 11:04 8260DTBL <0.025 mg/Kg - dry 0.025Methyl Ethyl Ketone (MEK)1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Methylene Chloride 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Methyl tert-butyl ether (MTBE)1 06/07/23 11:04 8260DTBL <0.025 mg/Kg - dry 0.0254-Methyl-2-Pentanone 1 06/07/23 11:04 8260DTBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 14 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.012 mg/Kg - dry 0.012Naphthalene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006n-Propylbenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Styrene 1 06/07/23 11:04 8260DTBL <0.062 mg/Kg - dry 0.062Ethyl Tertiary Butyl Ether (ETBE)1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1,1,2-Tetrachloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1,2,2-Tetrachloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Tetrachloroethene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Toluene 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.0121,2,3-Trichlorobenzene 1 06/07/23 11:04 8260DTBL 20.4 %Moisture 1 06/07/23 13:46 SW-DRYWTCNC <0.012 mg/Kg - dry 0.0121,2,4-Trichlorobenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1,1-Trichloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,1,2-Trichloroethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006Trichloroethene 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Trichlorofluoromethane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,2,3-Trichloropropane 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,2,4-Trimethylbenzene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.0061,3,5-Trimethylbenzene 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Vinyl Acetate 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012Vinyl Chloride 1 06/07/23 11:04 8260DTBL <0.012 mg/Kg - dry 0.012m,p-Xylene 1 06/07/23 11:04 8260DTBL <0.006 mg/Kg - dry 0.006o-Xylene 1 06/07/23 11:04 8260DTBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 15 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.006 mg/Kg - dry 0.006Xylene (Total)1 06/07/23 11:04 8260D Surrogate: 4-Bromofluorobenzene 99.5 Limits: 70-130%06/07/23 11:041 TBL V34069 Surrogate: Dibromofluoromethane 106 Limits: 84-123%06/07/23 11:041 TBL V34069 Surrogate: Toluene-d8 99.1 Limits: 76-129%06/07/23 11:041 TBL V34069 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 16 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF 5035 8260D Prep Batch(es):V34068 06/07/23 08:00 <0.025 mg/Kg - dry 0.025Acrolein 1 06/07/23 11:04 V34069TBL <0.025 mg/Kg - dry 0.025Acrylonitrile 1 06/07/23 11:04 V34069TBL <0.006 mg/Kg - dry 0.006Carbon Disulfide 1 06/07/23 11:04 V34069TBL <0.012 mg/Kg - dry 0.012n-Hexane 1 06/07/23 11:04 V34069TBL Surrogate: 4-Bromofluorobenzene 99.5 Limits: 70-130%06/07/23 11:041 TBL V34069 Surrogate: Dibromofluoromethane 106 Limits: 84-123%06/07/23 11:041 TBL V34069 Surrogate: Toluene-d8 99.1 Limits: 76-129%06/07/23 11:041 TBL V34069 Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF 3546 8270E Prep Batch(es):V34156 06/09/23 09:40 <0.829 mg/Kg - dry 0.829Acenaphthene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Acenaphthylene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Aniline 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Anthracene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Benzo(a)anthracene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Benzo(a)pyrene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Benzo(b)fluoranthene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Benzo(g,h,i)perylene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Benzo(k)fluoranthene 1 06/09/23 18:21 V34186AMP <2.51 mg/Kg - dry 2.51Benzoic Acid 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Benzyl alcohol 1 06/09/23 18:21 V34186AMP Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 17 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF 3546 8270E Prep Batch(es):V34156 06/09/23 09:40 <0.829 mg/Kg - dry 0.829Bis(2-Chloroethoxy)methane 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Bis(2-Chloroethyl)ether 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.414Bis(2-Chloroisopropyl)ether 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Bis(2-ethylhexyl)phthalate 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8294-Bromophenyl phenyl ether 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.414Butyl benzyl phthalate 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8294-Chloro-3-methylphenol 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.4144-Chloroaniline 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292-Chloronaphthalene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292-Chlorophenol 1 06/09/23 18:21 V34186AMP <1.26 mg/Kg - dry 1.264-Chlorophenyl phenyl ether 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Chrysene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Dibenz(a,h)anthracene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Dibenzofuran 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8291,2-Dichlorobenzene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8291,3-Dichlorobenzene 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.4141,4-Dichlorobenzene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8293,3'-Dichlorobenzidine 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292,4-Dichlorophenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Diethyl phthalate 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Dimethyl phthalate 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.4142,4-Dimethylphenol 1 06/09/23 18:21 V34186AMP Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 18 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF 3546 8270E Prep Batch(es):V34156 06/09/23 09:40 <0.829 mg/Kg - dry 0.829Di-n-butyl phthalate 1 06/09/23 18:21 V34186AMP <1.88 mg/Kg - dry 1.884,6-Dinitro-2-methylphenol 1 06/09/23 18:21 V34186AMP <1.88 mg/Kg - dry 1.882,4-Dinitrophenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292,4-Dinitrotoluene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292,6-Dinitrotoluene 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.414Di-n-Octyl Phthalate 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Fluoranthene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Fluorene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Hexachlorobenzene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Hexachlorobutadiene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Hexachlorocyclopentadiene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Hexachloroethane 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Indeno(1,2,3-cd)pyrene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Isophorone 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8291-Methylnaphthalene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292-Methylnaphthalene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292-Methylphenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8293&4 Methylphenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Naphthalene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292-Nitroaniline 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8293-Nitroaniline 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.4144-Nitroaniline 1 06/09/23 18:21 V34186AMP Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 19 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF 3546 8270E Prep Batch(es):V34156 06/09/23 09:40 <0.414 mg/Kg - dry 0.414Nitrobenzene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292-Nitrophenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8294-Nitrophenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829N-Nitrosodimethylamine 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829N-Nitrosodiphenylamine 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829N-Nitroso-di-n-propylamine 1 06/09/23 18:21 V34186AMP <1.26 mg/Kg - dry 1.26Pentachlorophenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Phenanthrene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Phenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.829Pyrene 1 06/09/23 18:21 V34186AMP <0.414 mg/Kg - dry 0.414Pyridine 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8291,2,4-Trichlorobenzene 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292,4,5-Trichlorophenol 1 06/09/23 18:21 V34186AMP <0.829 mg/Kg - dry 0.8292,4,6-Trichlorophenol 1 06/09/23 18:21 V34186AMP 8270ESurrogate: Phenol-d5 57.1 Limits: 34-121%06/09/23 18:211 AMP Surrogate: 2-Fluorobiphenyl 73.5 Limits: 44-115%06/09/23 18:211 AMP V34186 Surrogate: 2-Fluorophenol 63.1 Limits: 35-115%06/09/23 18:211 AMP V34186 Surrogate: Nitrobenzene-d5 62.7 Limits: 37-122%06/09/23 18:211 AMP V34186 Surrogate: 4-Terphenyl-d14 81.9 Limits: 54-127%06/09/23 18:211 AMP V34186 Surrogate: 2,4,6-Tribromophenol 67.9 Limits: 39-132%06/09/23 18:211 AMP V34186 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 20 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WR-2 97645 Matrix: 6/1/2023 10:10 Solids Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF MAEPH (Prep) MADEP-EPH Prep Batch(es):V34042 06/07/23 09:50 <62.7 mg/Kg - dry 62.7Aliphatic C9-C18 1 06/09/23 19:58 V34128AMP <62.7 mg/Kg - dry 62.7Aliphatic C19-C36 1 06/09/23 19:58 V34128AMP <62.7 mg/Kg - dry 62.7Aromatic C11-C22 1 06/09/23 19:58 V34128AMP MADEP-EPHSurrogate: 2-Bromonaphthalene 94.7 Limits: 40-140%06/09/23 19:581 AMP MADEP-EPHSurrogate: Chlorooctadecane 65.3 Limits: 40-140%06/09/23 19:581 AMP MADEP-EPHSurrogate: OTP Surrogate 73.1 Limits: 40-140%06/09/23 19:581 AMP Surrogate: 2-Fluorobiphenyl 100 Limits: 40-140%06/09/23 19:581 AMP V34128 Analytical Method: Prep Method: Test Results Units MQL By Analytical Batch Date / Time Analyzed DF MAVPH (Prep) MADEP-VPH Prep Batch(es):V34053 06/07/23 08:00 <10.1 mg/Kg - dry 10.1Aliphatic C5-C8 100 06/07/23 10:29 V34054TBL <10.1 mg/Kg - dry 10.1Aliphatic C9-C12 100 06/07/23 10:29 V34054TBL <10.1 mg/Kg - dry 10.1Aromatic C9-C10 100 06/07/23 10:29 V34054TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)112 Limits: 70-130%06/07/23 10:29100 TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)104 Limits: 70-130%06/07/23 10:29100 TBL Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 21 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-1 97646 Matrix: 6/2/2023 12:05 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF 11.5 µg/L 10.0Acetone 1 06/08/23 18:26 6200BMSA 1.26 µg/L 0.500Benzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Bromobenzene 1 06/08/23 18:26 6200BMSA <1.00 µg/L 1.00Bromochloromethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Bromodichloromethane 1 06/08/23 18:26 6200BMSA <5.00 µg/L 5.00Bromoform 1 06/08/23 18:26 6200BMSA <1.00 µg/L 1.00Bromomethane 1 06/08/23 18:26 6200BMSA 1.47 µg/L 0.500n-Butylbenzene 1 06/08/23 18:26 6200BMSA 5.36 µg/L 0.500sec-Butyl benzene 1 06/08/23 18:26 6200BMSA <2.00 µg/L 2.00tert-Butyl benzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Carbon Tetrachloride 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Chlorobenzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Chlorodibromomethane 1 06/08/23 18:26 6200BMSA <1.00 µg/L 1.00Chloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Chloroform 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Chloromethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5002-Chlorotoluene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5004-Chlorotoluene 1 06/08/23 18:26 6200BMSA <2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2-Dibromoethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Dibromomethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2-Dichlorobenzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,3-Dichlorobenzene 1 06/08/23 18:26 6200BMSA Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 22 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-1 97646 Matrix: 6/2/2023 12:05 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.5001,4-Dichlorobenzene 1 06/08/23 18:26 6200BMSA <5.00 µg/L 5.00Dichlorodifluoromethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1-Dichloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2-Dichloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1-Dichloroethene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500cis-1,2-Dichloroethene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500trans-1,2-Dichloroethene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2-Dichloropropane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,3-Dichloropropane 1 06/08/23 18:26 6200BMSA <2.00 µg/L 2.002,2-Dichloropropane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1-Dichloropropene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500cis-1,3-Dichloropropene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500trans-1,3-Dichloropropene 1 06/08/23 18:26 6200BMSA <200 µg/L 200Ethanol 1 06/08/23 18:26 6200BMSA 16.5 µg/L 0.500Ethylbenzene 1 06/08/23 18:26 6200BMSA <3.00 µg/L 3.00Hexachlorobutadiene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 06/08/23 18:26 6200BMSA 5.39 µg/L 0.500Isopropylbenzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5004-Isopropyl toluene 1 06/08/23 18:26 6200BMSA <1.00 µg/L 1.002-Hexanone 1 06/08/23 18:26 6200BMSA <5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 06/08/23 18:26 6200BMSA <2.00 µg/L 2.00Methylene Chloride 1 06/08/23 18:26 6200BMSA 15.6 µg/L 1.00Methyl tert-butyl ether (MTBE)1 06/08/23 18:26 6200BMSA Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 23 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-1 97646 Matrix: 6/2/2023 12:05 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <1.00 µg/L 1.004-Methyl-2-Pentanone 1 06/08/23 18:26 6200BMSA 4.72 µg/L 1.00Naphthalene 1 06/08/23 18:26 6200BMSA 6.75 µg/L 0.500n-Propylbenzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Styrene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Tetrachloroethene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Toluene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1,1-Trichloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,1,2-Trichloroethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Trichloroethene 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Trichlorofluoromethane 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.5001,2,3-Trichloropropane 1 06/08/23 18:26 6200BMSA 22.7 µg/L 0.5001,2,4-Trimethylbenzene 1 06/08/23 18:26 6200BMSA 2.38 µg/L 0.5001,3,5-Trimethylbenzene 1 06/08/23 18:26 6200BMSA <5.00 µg/L 5.00Vinyl Acetate 1 06/08/23 18:26 6200BMSA <0.500 µg/L 0.500Vinyl Chloride 1 06/08/23 18:26 6200BMSA 19.6 µg/L 1.00m,p-Xylene 1 06/08/23 18:26 6200BMSA 0.624 µg/L 0.500o-Xylene 1 06/08/23 18:26 6200BMSA Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 24 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-1 97646 Matrix: 6/2/2023 12:05 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF 20.2 µg/L 0.500Xylene (Total)1 06/08/23 18:26 6200B Surrogate: 4-Bromofluorobenzene 104 Limits: 70-130%06/08/23 18:261 MSA V34172 Surrogate: Dibromofluoromethane 101 Limits: 70-130%06/08/23 18:261 MSA V34172 Surrogate: 1,2-Dichloroethane - d4 103 Limits: 70-130%06/08/23 18:261 MSA V34172 Surrogate: Toluene-d8 100 Limits: 70-130%06/08/23 18:261 MSA V34172 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 25 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-2 97647 Matrix: 6/2/2023 12:40 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <10.0 µg/L 10.0Acetone 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Benzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Bromobenzene 1 06/08/23 07:28 6200BENM <1.00 µg/L 1.00Bromochloromethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Bromodichloromethane 1 06/08/23 07:28 6200BENM <5.00 µg/L 5.00Bromoform 1 06/08/23 07:28 6200BENM <1.00 µg/L 1.00Bromomethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500n-Butylbenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500sec-Butyl benzene 1 06/08/23 07:28 6200BENM <2.00 µg/L 2.00tert-Butyl benzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Carbon Tetrachloride 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Chlorobenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Chlorodibromomethane 1 06/08/23 07:28 6200BENM <1.00 µg/L 1.00Chloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Chloroform 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Chloromethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5002-Chlorotoluene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5004-Chlorotoluene 1 06/08/23 07:28 6200BENM <2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2-Dibromoethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Dibromomethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2-Dichlorobenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,3-Dichlorobenzene 1 06/08/23 07:28 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 26 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-2 97647 Matrix: 6/2/2023 12:40 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.5001,4-Dichlorobenzene 1 06/08/23 07:28 6200BENM <5.00 µg/L 5.00Dichlorodifluoromethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1-Dichloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2-Dichloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1-Dichloroethene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500cis-1,2-Dichloroethene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500trans-1,2-Dichloroethene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2-Dichloropropane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,3-Dichloropropane 1 06/08/23 07:28 6200BENM <2.00 µg/L 2.002,2-Dichloropropane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1-Dichloropropene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500cis-1,3-Dichloropropene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500trans-1,3-Dichloropropene 1 06/08/23 07:28 6200BENM <200 µg/L 200Ethanol 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Ethylbenzene 1 06/08/23 07:28 6200BENM <3.00 µg/L 3.00Hexachlorobutadiene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Isopropylbenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5004-Isopropyl toluene 1 06/08/23 07:28 6200BENM <1.00 µg/L 1.002-Hexanone 1 06/08/23 07:28 6200BENM <5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 06/08/23 07:28 6200BENM <2.00 µg/L 2.00Methylene Chloride 1 06/08/23 07:28 6200BENM <1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 06/08/23 07:28 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 27 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-2 97647 Matrix: 6/2/2023 12:40 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <1.00 µg/L 1.004-Methyl-2-Pentanone 1 06/08/23 07:28 6200BENM 3.48 µg/L 1.00Naphthalene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500n-Propylbenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Styrene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Tetrachloroethene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Toluene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1,1-Trichloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,1,2-Trichloroethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Trichloroethene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Trichlorofluoromethane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2,3-Trichloropropane 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 06/08/23 07:28 6200BENM <5.00 µg/L 5.00Vinyl Acetate 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500Vinyl Chloride 1 06/08/23 07:28 6200BENM <1.00 µg/L 1.00m,p-Xylene 1 06/08/23 07:28 6200BENM <0.500 µg/L 0.500o-Xylene 1 06/08/23 07:28 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 28 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-2 97647 Matrix: 6/2/2023 12:40 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.500Xylene (Total)1 06/08/23 07:28 6200B Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130%06/08/23 07:281 ENM V34133 Surrogate: Dibromofluoromethane 101 Limits: 70-130%06/08/23 07:281 ENM V34133 Surrogate: 1,2-Dichloroethane - d4 99.2 Limits: 70-130%06/08/23 07:281 ENM V34133 Surrogate: Toluene-d8 102 Limits: 70-130%06/08/23 07:281 ENM V34133 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 29 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-10 97648 Matrix: 6/2/2023 13:15 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <10.0 µg/L 10.0Acetone 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Benzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Bromobenzene 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.00Bromochloromethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Bromodichloromethane 1 06/08/23 07:52 6200BENM <5.00 µg/L 5.00Bromoform 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.00Bromomethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500n-Butylbenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500sec-Butyl benzene 1 06/08/23 07:52 6200BENM <2.00 µg/L 2.00tert-Butyl benzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Carbon Tetrachloride 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Chlorobenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Chlorodibromomethane 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.00Chloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Chloroform 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Chloromethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5002-Chlorotoluene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5004-Chlorotoluene 1 06/08/23 07:52 6200BENM <2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2-Dibromoethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Dibromomethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2-Dichlorobenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,3-Dichlorobenzene 1 06/08/23 07:52 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 30 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-10 97648 Matrix: 6/2/2023 13:15 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.5001,4-Dichlorobenzene 1 06/08/23 07:52 6200BENM <5.00 µg/L 5.00Dichlorodifluoromethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1-Dichloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2-Dichloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1-Dichloroethene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500cis-1,2-Dichloroethene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500trans-1,2-Dichloroethene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2-Dichloropropane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,3-Dichloropropane 1 06/08/23 07:52 6200BENM <2.00 µg/L 2.002,2-Dichloropropane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1-Dichloropropene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500cis-1,3-Dichloropropene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500trans-1,3-Dichloropropene 1 06/08/23 07:52 6200BENM <200 µg/L 200Ethanol 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Ethylbenzene 1 06/08/23 07:52 6200BENM <3.00 µg/L 3.00Hexachlorobutadiene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Isopropylbenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5004-Isopropyl toluene 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.002-Hexanone 1 06/08/23 07:52 6200BENM <5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 06/08/23 07:52 6200BENM <2.00 µg/L 2.00Methylene Chloride 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 06/08/23 07:52 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 31 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-10 97648 Matrix: 6/2/2023 13:15 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <1.00 µg/L 1.004-Methyl-2-Pentanone 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.00Naphthalene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500n-Propylbenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Styrene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Tetrachloroethene 1 06/08/23 07:52 6200BENM 0.868 µg/L 0.500Toluene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1,1-Trichloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,1,2-Trichloroethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Trichloroethene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Trichlorofluoromethane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2,3-Trichloropropane 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 06/08/23 07:52 6200BENM <5.00 µg/L 5.00Vinyl Acetate 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500Vinyl Chloride 1 06/08/23 07:52 6200BENM <1.00 µg/L 1.00m,p-Xylene 1 06/08/23 07:52 6200BENM <0.500 µg/L 0.500o-Xylene 1 06/08/23 07:52 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 32 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:MW-10 97648 Matrix: 6/2/2023 13:15 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.500Xylene (Total)1 06/08/23 07:52 6200B Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130%06/08/23 07:521 ENM V34133 Surrogate: Dibromofluoromethane 101 Limits: 70-130%06/08/23 07:521 ENM V34133 Surrogate: 1,2-Dichloroethane - d4 99.8 Limits: 70-130%06/08/23 07:521 ENM V34133 Surrogate: Toluene-d8 100 Limits: 70-130%06/08/23 07:521 ENM V34133 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 33 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-6 97649 Matrix: 6/2/2023 15:00 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <10.0 µg/L 10.0Acetone 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Benzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Bromobenzene 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.00Bromochloromethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Bromodichloromethane 1 06/08/23 08:17 6200BENM <5.00 µg/L 5.00Bromoform 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.00Bromomethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500n-Butylbenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500sec-Butyl benzene 1 06/08/23 08:17 6200BENM <2.00 µg/L 2.00tert-Butyl benzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Carbon Tetrachloride 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Chlorobenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Chlorodibromomethane 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.00Chloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Chloroform 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Chloromethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5002-Chlorotoluene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5004-Chlorotoluene 1 06/08/23 08:17 6200BENM <2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2-Dibromoethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Dibromomethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2-Dichlorobenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,3-Dichlorobenzene 1 06/08/23 08:17 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 34 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-6 97649 Matrix: 6/2/2023 15:00 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.5001,4-Dichlorobenzene 1 06/08/23 08:17 6200BENM <5.00 µg/L 5.00Dichlorodifluoromethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1-Dichloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2-Dichloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1-Dichloroethene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500cis-1,2-Dichloroethene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500trans-1,2-Dichloroethene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2-Dichloropropane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,3-Dichloropropane 1 06/08/23 08:17 6200BENM <2.00 µg/L 2.002,2-Dichloropropane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1-Dichloropropene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500cis-1,3-Dichloropropene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500trans-1,3-Dichloropropene 1 06/08/23 08:17 6200BENM <200 µg/L 200Ethanol 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Ethylbenzene 1 06/08/23 08:17 6200BENM <3.00 µg/L 3.00Hexachlorobutadiene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Isopropylbenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5004-Isopropyl toluene 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.002-Hexanone 1 06/08/23 08:17 6200BENM <5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 06/08/23 08:17 6200BENM <2.00 µg/L 2.00Methylene Chloride 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 06/08/23 08:17 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 35 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-6 97649 Matrix: 6/2/2023 15:00 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <1.00 µg/L 1.004-Methyl-2-Pentanone 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.00Naphthalene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500n-Propylbenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Styrene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Tetrachloroethene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Toluene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1,1-Trichloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,1,2-Trichloroethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Trichloroethene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Trichlorofluoromethane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2,3-Trichloropropane 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 06/08/23 08:17 6200BENM <5.00 µg/L 5.00Vinyl Acetate 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500Vinyl Chloride 1 06/08/23 08:17 6200BENM <1.00 µg/L 1.00m,p-Xylene 1 06/08/23 08:17 6200BENM <0.500 µg/L 0.500o-Xylene 1 06/08/23 08:17 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 36 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-6 97649 Matrix: 6/2/2023 15:00 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.500Xylene (Total)1 06/08/23 08:17 6200B Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130%06/08/23 08:171 ENM V34133 Surrogate: Dibromofluoromethane 99.8 Limits: 70-130%06/08/23 08:171 ENM V34133 Surrogate: 1,2-Dichloroethane - d4 98.2 Limits: 70-130%06/08/23 08:171 ENM V34133 Surrogate: Toluene-d8 99.8 Limits: 70-130%06/08/23 08:171 ENM V34133 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 37 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-8 97650 Matrix: 6/2/2023 14:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <10.0 µg/L 10.0Acetone 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Benzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Bromobenzene 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.00Bromochloromethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Bromodichloromethane 1 06/08/23 08:41 6200BENM <5.00 µg/L 5.00Bromoform 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.00Bromomethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500n-Butylbenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500sec-Butyl benzene 1 06/08/23 08:41 6200BENM <2.00 µg/L 2.00tert-Butyl benzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Carbon Tetrachloride 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Chlorobenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Chlorodibromomethane 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.00Chloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Chloroform 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Chloromethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5002-Chlorotoluene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5004-Chlorotoluene 1 06/08/23 08:41 6200BENM <2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2-Dibromoethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Dibromomethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2-Dichlorobenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,3-Dichlorobenzene 1 06/08/23 08:41 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 38 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-8 97650 Matrix: 6/2/2023 14:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.5001,4-Dichlorobenzene 1 06/08/23 08:41 6200BENM <5.00 µg/L 5.00Dichlorodifluoromethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1-Dichloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2-Dichloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1-Dichloroethene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500cis-1,2-Dichloroethene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500trans-1,2-Dichloroethene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2-Dichloropropane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,3-Dichloropropane 1 06/08/23 08:41 6200BENM <2.00 µg/L 2.002,2-Dichloropropane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1-Dichloropropene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500cis-1,3-Dichloropropene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500trans-1,3-Dichloropropene 1 06/08/23 08:41 6200BENM <200 µg/L 200Ethanol 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Ethylbenzene 1 06/08/23 08:41 6200BENM <3.00 µg/L 3.00Hexachlorobutadiene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Isopropylbenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5004-Isopropyl toluene 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.002-Hexanone 1 06/08/23 08:41 6200BENM <5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 06/08/23 08:41 6200BENM <2.00 µg/L 2.00Methylene Chloride 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 06/08/23 08:41 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 39 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-8 97650 Matrix: 6/2/2023 14:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <1.00 µg/L 1.004-Methyl-2-Pentanone 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.00Naphthalene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500n-Propylbenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Styrene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Tetrachloroethene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Toluene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1,1-Trichloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,1,2-Trichloroethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Trichloroethene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Trichlorofluoromethane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2,3-Trichloropropane 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 06/08/23 08:41 6200BENM <5.00 µg/L 5.00Vinyl Acetate 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500Vinyl Chloride 1 06/08/23 08:41 6200BENM <1.00 µg/L 1.00m,p-Xylene 1 06/08/23 08:41 6200BENM <0.500 µg/L 0.500o-Xylene 1 06/08/23 08:41 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 40 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:WSW-8 97650 Matrix: 6/2/2023 14:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.500Xylene (Total)1 06/08/23 08:41 6200B Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130%06/08/23 08:411 ENM V34133 Surrogate: Dibromofluoromethane 102 Limits: 70-130%06/08/23 08:411 ENM V34133 Surrogate: 1,2-Dichloroethane - d4 98.4 Limits: 70-130%06/08/23 08:411 ENM V34133 Surrogate: Toluene-d8 100 Limits: 70-130%06/08/23 08:411 ENM V34133 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 41 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:Field Blank 97651 Matrix: 6/2/2023 13:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <10.0 µg/L 10.0Acetone 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Benzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Bromobenzene 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.00Bromochloromethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Bromodichloromethane 1 06/08/23 05:26 6200BENM <5.00 µg/L 5.00Bromoform 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.00Bromomethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500n-Butylbenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500sec-Butyl benzene 1 06/08/23 05:26 6200BENM <2.00 µg/L 2.00tert-Butyl benzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Carbon Tetrachloride 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Chlorobenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Chlorodibromomethane 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.00Chloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Chloroform 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Chloromethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5002-Chlorotoluene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5004-Chlorotoluene 1 06/08/23 05:26 6200BENM <2.00 µg/L 2.001,2-Dibromo-3-Chloropropane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2-Dibromoethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Dibromomethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2-Dichlorobenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,3-Dichlorobenzene 1 06/08/23 05:26 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 42 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:Field Blank 97651 Matrix: 6/2/2023 13:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.5001,4-Dichlorobenzene 1 06/08/23 05:26 6200BENM <5.00 µg/L 5.00Dichlorodifluoromethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1-Dichloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2-Dichloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1-Dichloroethene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500cis-1,2-Dichloroethene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500trans-1,2-Dichloroethene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2-Dichloropropane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,3-Dichloropropane 1 06/08/23 05:26 6200BENM <2.00 µg/L 2.002,2-Dichloropropane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1-Dichloropropene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500cis-1,3-Dichloropropene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500trans-1,3-Dichloropropene 1 06/08/23 05:26 6200BENM <200 µg/L 200Ethanol 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Ethylbenzene 1 06/08/23 05:26 6200BENM <3.00 µg/L 3.00Hexachlorobutadiene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Di-Isopropyl Ether (DIPE)1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Isopropylbenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5004-Isopropyl toluene 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.002-Hexanone 1 06/08/23 05:26 6200BENM <5.00 µg/L 5.00Methyl Ethyl Ketone (MEK)1 06/08/23 05:26 6200BENM <2.00 µg/L 2.00Methylene Chloride 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 06/08/23 05:26 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 43 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:Field Blank 97651 Matrix: 6/2/2023 13:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <1.00 µg/L 1.004-Methyl-2-Pentanone 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.00Naphthalene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500n-Propylbenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Styrene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1,1,2-Tetrachloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1,2,2-Tetrachloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Tetrachloroethene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Toluene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2,3-Trichlorobenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2,4-Trichlorobenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1,1-Trichloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,1,2-Trichloroethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Trichloroethene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Trichlorofluoromethane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2,3-Trichloropropane 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,2,4-Trimethylbenzene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.5001,3,5-Trimethylbenzene 1 06/08/23 05:26 6200BENM <5.00 µg/L 5.00Vinyl Acetate 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500Vinyl Chloride 1 06/08/23 05:26 6200BENM <1.00 µg/L 1.00m,p-Xylene 1 06/08/23 05:26 6200BENM <0.500 µg/L 0.500o-Xylene 1 06/08/23 05:26 6200BENM Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 44 of 81 , REPORT OF ANALYSISReport Number : Project Information : NC 27511 23-157-0005 01221 Withers & Ravenel 115 Mackenan Dr. BUILDING 117 Flora D'Souza Cary 23-0307-FC Received : 06/06/2023 Former Big D #420 Report Date : 06/14/2023 Sample ID : Lab No : Sampled:Field Blank 97651 Matrix: 6/2/2023 13:30 Aqueous Test Results Units MQL By Analytical Method Date / Time Analyzed DF <0.500 µg/L 0.500Xylene (Total)1 06/08/23 05:26 6200B Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130%06/08/23 05:261 ENM V34133 Surrogate: Dibromofluoromethane 101 Limits: 70-130%06/08/23 05:261 ENM V34133 Surrogate: 1,2-Dichloroethane - d4 100 Limits: 70-130%06/08/23 05:261 ENM V34133 Surrogate: Toluene-d8 101 Limits: 70-130%06/08/23 05:261 ENM V34133 Qualifiers/ Definitions Method Quantitation LimitMQLDilution FactorDF Page 45 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34133QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34127 Associated Lab Samples: 97647, 97648, 97649, 97650, 97651 LRB-V34127 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/08/23 04:3810.0< 10.0µg/LAcetone 06/08/23 04:380.500< 0.500µg/LBenzene 06/08/23 04:380.500< 0.500µg/LBromobenzene 06/08/23 04:381.00< 1.00µg/LBromochloromethane 06/08/23 04:380.500< 0.500µg/LBromodichloromethane 06/08/23 04:385.00< 5.00µg/LBromoform 06/08/23 04:381.00< 1.00µg/LBromomethane 06/08/23 04:380.500< 0.500µg/Ln-Butylbenzene 06/08/23 04:380.500< 0.500µg/Lsec-Butyl benzene 06/08/23 04:382.00< 2.00µg/Ltert-Butyl benzene 06/08/23 04:380.500< 0.500µg/LCarbon Tetrachloride 06/08/23 04:380.500< 0.500µg/LChlorobenzene 06/08/23 04:380.500< 0.500µg/LChlorodibromomethane 06/08/23 04:381.00< 1.00µg/LChloroethane 06/08/23 04:380.500< 0.500µg/LChloroform 06/08/23 04:380.500< 0.500µg/LChloromethane 06/08/23 04:380.500< 0.500µg/L2-Chlorotoluene 06/08/23 04:380.500< 0.500µg/L4-Chlorotoluene 06/08/23 04:382.00< 2.00µg/L1,2-Dibromo-3-Chloropropane 06/08/23 04:380.500< 0.500µg/L1,2-Dibromoethane 06/08/23 04:380.500< 0.500µg/LDibromomethane 06/08/23 04:380.500< 0.500µg/L1,2-Dichlorobenzene 06/08/23 04:380.500< 0.500µg/L1,3-Dichlorobenzene 06/08/23 04:380.500< 0.500µg/L1,4-Dichlorobenzene 06/08/23 04:385.00< 5.00µg/LDichlorodifluoromethane 06/08/23 04:380.500< 0.500µg/L1,1-Dichloroethane 06/08/23 04:380.500< 0.500µg/L1,2-Dichloroethane Page 1 of 34Date:06/14/2023 01:18 PM Page 46 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34133QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34127 Associated Lab Samples: 97647, 97648, 97649, 97650, 97651 LRB-V34127 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/08/23 04:380.500< 0.500µg/L1,1-Dichloroethene 06/08/23 04:380.500< 0.500µg/Lcis-1,2-Dichloroethene 06/08/23 04:380.500< 0.500µg/Ltrans-1,2-Dichloroethene 06/08/23 04:380.500< 0.500µg/L1,2-Dichloropropane 06/08/23 04:380.500< 0.500µg/L1,3-Dichloropropane 06/08/23 04:382.00< 2.00µg/L2,2-Dichloropropane 06/08/23 04:380.500< 0.500µg/L1,1-Dichloropropene 06/08/23 04:380.500< 0.500µg/Lcis-1,3-Dichloropropene 06/08/23 04:380.500< 0.500µg/Ltrans-1,3-Dichloropropene 06/08/23 04:38200< 200µg/LEthanol 06/08/23 04:380.500< 0.500µg/LEthylbenzene 06/08/23 04:383.00< 3.00µg/LHexachlorobutadiene 06/08/23 04:380.500< 0.500µg/LDi-Isopropyl Ether (DIPE) 06/08/23 04:380.500< 0.500µg/LIsopropylbenzene 06/08/23 04:380.500< 0.500µg/L4-Isopropyl toluene 06/08/23 04:381.00< 1.00µg/L2-Hexanone 06/08/23 04:385.00< 5.00µg/LMethyl Ethyl Ketone (MEK) 06/08/23 04:382.00< 2.00µg/LMethylene Chloride 06/08/23 04:381.00< 1.00µg/LMethyl tert-butyl ether (MTBE) 06/08/23 04:381.00< 1.00µg/L4-Methyl-2-Pentanone 06/08/23 04:381.00< 1.00µg/LNaphthalene 06/08/23 04:380.500< 0.500µg/Ln-Propylbenzene 06/08/23 04:380.500< 0.500µg/LStyrene 06/08/23 04:380.500< 0.500µg/L1,1,1,2-Tetrachloroethane 06/08/23 04:380.500< 0.500µg/L1,1,2,2-Tetrachloroethane 06/08/23 04:380.500< 0.500µg/LTetrachloroethene 06/08/23 04:380.500< 0.500µg/LToluene Page 2 of 34Date:06/14/2023 01:18 PM Page 47 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34133QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34127 Associated Lab Samples: 97647, 97648, 97649, 97650, 97651 LRB-V34127 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/08/23 04:380.500< 0.500µg/L1,2,3-Trichlorobenzene 06/08/23 04:380.500< 0.500µg/L1,2,4-Trichlorobenzene 06/08/23 04:380.500< 0.500µg/L1,1,1-Trichloroethane 06/08/23 04:380.500< 0.500µg/L1,1,2-Trichloroethane 06/08/23 04:380.500< 0.500µg/LTrichloroethene 06/08/23 04:380.500< 0.500µg/LTrichlorofluoromethane 06/08/23 04:380.500< 0.500µg/L1,2,3-Trichloropropane 06/08/23 04:380.500< 0.500µg/L1,2,4-Trimethylbenzene 06/08/23 04:380.500< 0.500µg/L1,3,5-Trimethylbenzene 06/08/23 04:385.00< 5.00µg/LVinyl Acetate 06/08/23 04:380.500< 0.500µg/LVinyl Chloride 06/08/23 04:381.00< 1.00µg/Lm,p-Xylene 06/08/23 04:380.500< 0.500µg/Lo-Xylene 06/08/23 04:384-Bromofluorobenzene (S)97.8 70-130 06/08/23 04:38Dibromofluoromethane (S)101 70-130 06/08/23 04:381,2-Dichloroethane - d4 (S)101 70-130 06/08/23 04:38Toluene-d8 (S)98.8 70-130 LCS-V34127 LCSD-V34127Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 26.1 65.278.231.340.0µg/LAcetone 40-160 18.1 20.0 20.3 10210521.020.0µg/LBenzene 70-130 3.3 20.0 20.7 10410821.620.0µg/LBromobenzene 70-130 4.2 20.0 19.3 96.598.019.620.0µg/LBromochloromethane 70-130 1.5 20.0 20.4 10210621.220.0µg/LBromodichloromethane 70-130 3.8 20.0 Page 3 of 34Date:06/14/2023 01:18 PM Page 48 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34133QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34127 LCS-V34127 LCSD-V34127Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 18.2 91.094.018.820.0µg/LBromoform 70-130 3.2 20.0 18.5 92.592.018.420.0µg/LBromomethane 60-140 0.5 20.0 20.2 10110821.520.0µg/Ln-Butylbenzene 70-130 6.2 20.0 20.1 10110520.920.0µg/Lsec-Butyl benzene 70-130 3.9 20.0 20.5 10310520.920.0µg/Ltert-Butyl benzene 70-130 1.9 20.0 19.8 99.010621.220.0µg/LCarbon Tetrachloride 70-130 6.8 20.0 20.2 10110721.320.0µg/LChlorobenzene 70-130 5.3 20.0 19.4 97.099.519.920.0µg/LChlorodibromomethane 70-130 2.5 20.0 23.1 11611723.320.0µg/LChloroethane 60-140 0.8 20.0 20.5 10310621.220.0µg/LChloroform 70-130 3.3 20.0 19.4 97.010020.020.0µg/LChloromethane 60-140 3.0 20.0 21.0 10510821.620.0µg/L2-Chlorotoluene 70-130 2.8 20.0 20.9 10511022.020.0µg/L4-Chlorotoluene 70-130 5.1 20.0 15.9 79.580.016.020.0µg/L1,2-Dibromo-3-Chloropropane 70-130 0.6 20.0 19.1 95.510020.020.0µg/L1,2-Dibromoethane 70-130 4.6 20.0 18.5 92.593.518.720.0µg/LDibromomethane 70-130 1.0 20.0 20.4 10210420.720.0µg/L1,2-Dichlorobenzene 70-130 1.4 20.0 20.8 10410821.520.0µg/L1,3-Dichlorobenzene 70-130 3.3 20.0 20.2 10110520.920.0µg/L1,4-Dichlorobenzene 70-130 3.4 20.0 16.3 81.585.517.120.0µg/LDichlorodifluoromethane 60-140 4.7 20.0 21.0 10510821.620.0µg/L1,1-Dichloroethane 70-130 2.8 20.0 19.4 97.099.519.920.0µg/L1,2-Dichloroethane 70-130 2.5 20.0 20.3 10210721.320.0µg/L1,1-Dichloroethene 70-130 4.8 20.0 20.3 10210320.520.0µg/Lcis-1,2-Dichloroethene 70-130 0.9 20.0 21.1 10610721.420.0µg/Ltrans-1,2-Dichloroethene 70-130 1.4 20.0 20.9 10510420.820.0µg/L1,2-Dichloropropane 70-130 0.4 20.0 Page 4 of 34Date:06/14/2023 01:18 PM Page 49 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34133QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34127 LCS-V34127 LCSD-V34127Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 19.6 98.099.019.820.0µg/L1,3-Dichloropropane 70-130 1.0 20.0 18.2 91.094.018.820.0µg/L2,2-Dichloropropane 70-130 3.2 20.0 21.2 10611022.020.0µg/L1,1-Dichloropropene 70-130 3.7 20.0 20.4 10210621.120.0µg/Lcis-1,3-Dichloropropene 70-130 3.3 20.0 19.8 99.010020.020.0µg/Ltrans-1,3-Dichloropropene 70-130 1.0 20.0 387 77.473.6368500µg/LEthanol 60-140 5.0 20.0 20.1 10110721.420.0µg/LEthylbenzene 70-130 6.2 20.0 19.7 98.510120.220.0µg/LHexachlorobutadiene 70-130 2.5 20.0 20.7 10410621.120.0µg/LDi-Isopropyl Ether (DIPE)70-130 1.9 20.0 21.1 10611022.020.0µg/LIsopropylbenzene 70-130 4.1 20.0 21.0 10510821.520.0µg/L4-Isopropyl toluene 70-130 2.3 20.0 13.5 67.567.013.420.0µg/L2-Hexanone 60-140 0.7 20.0 15.8 79.079.015.820.0µg/LMethyl Ethyl Ketone (MEK)60-140 0.0 20.0 20.3 10210420.820.0µg/LMethylene Chloride 70-130 2.4 20.0 18.7 93.592.518.520.0µg/LMethyl tert-butyl ether (MTBE)70-130 1.0 20.0 15.0 75.071.014.220.0µg/L4-Methyl-2-Pentanone 60-140 5.4 20.0 18.2 91.091.518.320.0µg/LNaphthalene 70-130 0.5 20.0 20.5 10310821.520.0µg/Ln-Propylbenzene 70-130 4.7 20.0 20.6 10310921.720.0µg/LStyrene 70-130 5.2 20.0 20.6 10311021.920.0µg/L1,1,1,2-Tetrachloroethane 70-130 6.1 20.0 18.0 90.090.518.120.0µg/L1,1,2,2-Tetrachloroethane 70-130 0.5 20.0 19.5 97.510621.120.0µg/LTetrachloroethene 70-130 7.8 20.0 20.4 10210520.920.0µg/LToluene 70-130 2.4 20.0 21.9 11011422.820.0µg/L1,2,3-Trichlorobenzene 70-130 4.0 20.0 21.1 10611122.120.0µg/L1,2,4-Trichlorobenzene 70-130 4.6 20.0 20.0 10010220.420.0µg/L1,1,1-Trichloroethane 70-130 1.9 20.0 Page 5 of 34Date:06/14/2023 01:18 PM Page 50 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34133QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34127 LCS-V34127 LCSD-V34127Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 18.3 91.593.518.720.0µg/L1,1,2-Trichloroethane 70-130 2.1 20.0 20.0 10010420.720.0µg/LTrichloroethene 70-130 3.4 20.0 21.0 10510721.420.0µg/LTrichlorofluoromethane 60-140 1.8 20.0 17.2 86.086.017.220.0µg/L1,2,3-Trichloropropane 70-130 0.0 20.0 20.9 10510921.720.0µg/L1,2,4-Trimethylbenzene 70-130 3.7 20.0 21.2 10611022.020.0µg/L1,3,5-Trimethylbenzene 70-130 3.7 20.0 19.6 98.098.519.720.0µg/LVinyl Acetate 60-140 0.5 20.0 19.9 99.510420.820.0µg/LVinyl Chloride 60-140 4.4 20.0 41.8 10511244.940.0µg/Lm,p-Xylene 70-130 7.1 20.0 20.2 10110721.420.0µg/Lo-Xylene 70-130 5.7 20.0 10099.44-Bromofluorobenzene (S)70-130 99.899.2Dibromofluoromethane (S)70-130 99.297.81,2-Dichloroethane - d4 (S)70-130 102103Toluene-d8 (S)70-130 Page 6 of 34Date:06/14/2023 01:18 PM Page 51 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34172QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34168 Associated Lab Samples: 97646 LRB-V34168 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/08/23 17:1310.0< 10.0µg/LAcetone 06/08/23 17:130.500< 0.500µg/LBenzene 06/08/23 17:130.500< 0.500µg/LBromobenzene 06/08/23 17:131.00< 1.00µg/LBromochloromethane 06/08/23 17:130.500< 0.500µg/LBromodichloromethane 06/08/23 17:135.00< 5.00µg/LBromoform 06/08/23 17:131.00< 1.00µg/LBromomethane 06/08/23 17:130.500< 0.500µg/Ln-Butylbenzene 06/08/23 17:130.500< 0.500µg/Lsec-Butyl benzene 06/08/23 17:132.00< 2.00µg/Ltert-Butyl benzene 06/08/23 17:130.500< 0.500µg/LCarbon Tetrachloride 06/08/23 17:130.500< 0.500µg/LChlorobenzene 06/08/23 17:130.500< 0.500µg/LChlorodibromomethane 06/08/23 17:131.00< 1.00µg/LChloroethane 06/08/23 17:130.500< 0.500µg/LChloroform 06/08/23 17:130.500< 0.500µg/LChloromethane 06/08/23 17:130.500< 0.500µg/L2-Chlorotoluene 06/08/23 17:130.500< 0.500µg/L4-Chlorotoluene 06/08/23 17:132.00< 2.00µg/L1,2-Dibromo-3-Chloropropane 06/08/23 17:130.500< 0.500µg/L1,2-Dibromoethane 06/08/23 17:130.500< 0.500µg/LDibromomethane 06/08/23 17:130.500< 0.500µg/L1,2-Dichlorobenzene 06/08/23 17:130.500< 0.500µg/L1,3-Dichlorobenzene 06/08/23 17:130.500< 0.500µg/L1,4-Dichlorobenzene 06/08/23 17:135.00< 5.00µg/LDichlorodifluoromethane 06/08/23 17:130.500< 0.500µg/L1,1-Dichloroethane 06/08/23 17:130.500< 0.500µg/L1,2-Dichloroethane Page 7 of 34Date:06/14/2023 01:18 PM Page 52 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34172QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34168 Associated Lab Samples: 97646 LRB-V34168 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/08/23 17:130.500< 0.500µg/L1,1-Dichloroethene 06/08/23 17:130.500< 0.500µg/Lcis-1,2-Dichloroethene 06/08/23 17:130.500< 0.500µg/Ltrans-1,2-Dichloroethene 06/08/23 17:130.500< 0.500µg/L1,2-Dichloropropane 06/08/23 17:130.500< 0.500µg/L1,3-Dichloropropane 06/08/23 17:132.00< 2.00µg/L2,2-Dichloropropane 06/08/23 17:130.500< 0.500µg/L1,1-Dichloropropene 06/08/23 17:130.500< 0.500µg/Lcis-1,3-Dichloropropene 06/08/23 17:130.500< 0.500µg/Ltrans-1,3-Dichloropropene 06/08/23 17:13200< 200µg/LEthanol 06/08/23 17:130.500< 0.500µg/LEthylbenzene 06/08/23 17:133.00< 3.00µg/LHexachlorobutadiene 06/08/23 17:130.500< 0.500µg/LDi-Isopropyl Ether (DIPE) 06/08/23 17:130.500< 0.500µg/LIsopropylbenzene 06/08/23 17:130.500< 0.500µg/L4-Isopropyl toluene 06/08/23 17:131.00< 1.00µg/L2-Hexanone 06/08/23 17:135.00< 5.00µg/LMethyl Ethyl Ketone (MEK) 06/08/23 17:132.00< 2.00µg/LMethylene Chloride 06/08/23 17:131.00< 1.00µg/LMethyl tert-butyl ether (MTBE) 06/08/23 17:131.00< 1.00µg/L4-Methyl-2-Pentanone 06/08/23 17:131.00< 1.00µg/LNaphthalene 06/08/23 17:130.500< 0.500µg/Ln-Propylbenzene 06/08/23 17:130.500< 0.500µg/LStyrene 06/08/23 17:130.500< 0.500µg/L1,1,1,2-Tetrachloroethane 06/08/23 17:130.500< 0.500µg/L1,1,2,2-Tetrachloroethane 06/08/23 17:130.500< 0.500µg/LTetrachloroethene 06/08/23 17:130.500< 0.500µg/LToluene Page 8 of 34Date:06/14/2023 01:18 PM Page 53 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34172QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34168 Associated Lab Samples: 97646 LRB-V34168 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/08/23 17:130.500< 0.500µg/L1,2,3-Trichlorobenzene 06/08/23 17:130.500< 0.500µg/L1,2,4-Trichlorobenzene 06/08/23 17:130.500< 0.500µg/L1,1,1-Trichloroethane 06/08/23 17:130.500< 0.500µg/L1,1,2-Trichloroethane 06/08/23 17:130.500< 0.500µg/LTrichloroethene 06/08/23 17:130.500< 0.500µg/LTrichlorofluoromethane 06/08/23 17:130.500< 0.500µg/L1,2,3-Trichloropropane 06/08/23 17:130.500< 0.500µg/L1,2,4-Trimethylbenzene 06/08/23 17:130.500< 0.500µg/L1,3,5-Trimethylbenzene 06/08/23 17:135.00< 5.00µg/LVinyl Acetate 06/08/23 17:130.500< 0.500µg/LVinyl Chloride 06/08/23 17:131.00< 1.00µg/Lm,p-Xylene 06/08/23 17:130.500< 0.500µg/Lo-Xylene 06/08/23 17:134-Bromofluorobenzene (S)99.8 70-130 06/08/23 17:13Dibromofluoromethane (S)100 70-130 06/08/23 17:131,2-Dichloroethane - d4 (S)105 70-130 06/08/23 17:13Toluene-d8 (S)97.2 70-130 LCS-V34168 LCSD-V34168Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 28.1 70.285.034.040.0µg/LAcetone 40-160 19.0 20.0 20.3 10210921.820.0µg/LBenzene 70-130 7.1 20.0 21.7 10911222.320.0µg/LBromobenzene 70-130 2.7 20.0 20.4 10210821.520.0µg/LBromochloromethane 70-130 5.2 20.0 20.9 10511122.120.0µg/LBromodichloromethane 70-130 5.5 20.0 Page 9 of 34Date:06/14/2023 01:18 PM Page 54 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34172QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34168 LCS-V34168 LCSD-V34168Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 19.6 98.010821.520.0µg/LBromoform 70-130 9.2 20.0 16.4 82.079.515.920.0µg/LBromomethane 60-140 3.0 20.0 21.0 10511022.020.0µg/Ln-Butylbenzene 70-130 4.6 20.0 20.4 10210721.320.0µg/Lsec-Butyl benzene 70-130 4.3 20.0 20.1 10110621.120.0µg/Ltert-Butyl benzene 70-130 4.8 20.0 20.1 10110621.120.0µg/LCarbon Tetrachloride 70-130 4.8 20.0 20.3 10210821.520.0µg/LChlorobenzene 70-130 5.7 20.0 20.3 10210821.620.0µg/LChlorodibromomethane 70-130 6.2 20.0 21.7 10911522.920.0µg/LChloroethane 60-140 5.3 20.0 20.2 10110721.420.0µg/LChloroform 70-130 5.7 20.0 18.9 94.510120.220.0µg/LChloromethane 60-140 6.6 20.0 20.7 10410821.620.0µg/L2-Chlorotoluene 70-130 4.2 20.0 21.3 10711122.220.0µg/L4-Chlorotoluene 70-130 4.1 20.0 18.6 93.010521.020.0µg/L1,2-Dibromo-3-Chloropropane 70-130 12.1 20.0 20.4 10211523.020.0µg/L1,2-Dibromoethane 70-130 11.9 20.0 20.0 10010821.620.0µg/LDibromomethane 70-130 7.6 20.0 20.5 10311021.920.0µg/L1,2-Dichlorobenzene 70-130 6.6 20.0 20.7 10410721.420.0µg/L1,3-Dichlorobenzene 70-130 3.3 20.0 20.6 10310621.220.0µg/L1,4-Dichlorobenzene 70-130 2.8 20.0 16.6 83.086.017.220.0µg/LDichlorodifluoromethane 60-140 3.5 20.0 21.1 10611222.320.0µg/L1,1-Dichloroethane 70-130 5.5 20.0 20.8 10411222.320.0µg/L1,2-Dichloroethane 70-130 6.9 20.0 20.3 10211022.020.0µg/L1,1-Dichloroethene 70-130 8.0 20.0 20.3 10210821.520.0µg/Lcis-1,2-Dichloroethene 70-130 5.7 20.0 20.5 10311122.120.0µg/Ltrans-1,2-Dichloroethene 70-130 7.5 20.0 21.3 10711222.320.0µg/L1,2-Dichloropropane 70-130 4.5 20.0 Page 10 of 34Date:06/14/2023 01:18 PM Page 55 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34172QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34168 LCS-V34168 LCSD-V34168Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 20.7 10411122.220.0µg/L1,3-Dichloropropane 70-130 6.9 20.0 20.5 10310821.520.0µg/L2,2-Dichloropropane 70-130 4.7 20.0 21.2 10611522.920.0µg/L1,1-Dichloropropene 70-130 7.7 20.0 21.3 10711222.320.0µg/Lcis-1,3-Dichloropropene 70-130 4.5 20.0 21.1 10611422.720.0µg/Ltrans-1,3-Dichloropropene 70-130 7.3 20.0 484 96.8112560500µg/LEthanol 60-140 14.5 20.0 20.3 10210721.420.0µg/LEthylbenzene 70-130 5.2 20.0 20.8 10410621.120.0µg/LHexachlorobutadiene 70-130 1.4 20.0 21.4 10711322.520.0µg/LDi-Isopropyl Ether (DIPE)70-130 5.0 20.0 21.1 10611122.120.0µg/LIsopropylbenzene 70-130 4.6 20.0 21.0 10510921.820.0µg/L4-Isopropyl toluene 70-130 3.7 20.0 17.4 87.010320.620.0µg/L2-Hexanone 60-140 16.8 20.0 17.8 89.010020.020.0µg/LMethyl Ethyl Ketone (MEK)60-140 11.6 20.0 21.1 10611222.320.0µg/LMethylene Chloride 70-130 5.5 20.0 20.6 10311222.320.0µg/LMethyl tert-butyl ether (MTBE)70-130 7.9 20.0 18.8 94.010621.120.0µg/L4-Methyl-2-Pentanone 60-140 11.5 20.0 20.8 10411422.720.0µg/LNaphthalene 70-130 8.7 20.0 20.8 10410721.420.0µg/Ln-Propylbenzene 70-130 2.8 20.0 20.9 10511022.020.0µg/LStyrene 70-130 5.1 20.0 20.6 10311322.520.0µg/L1,1,1,2-Tetrachloroethane 70-130 8.8 20.0 21.2 10611623.120.0µg/L1,1,2,2-Tetrachloroethane 70-130 8.5 20.0 19.5 97.510821.520.0µg/LTetrachloroethene 70-130 9.7 20.0 20.3 10210921.820.0µg/LToluene 70-130 7.1 20.0 23.9 12012424.820.0µg/L1,2,3-Trichlorobenzene 70-130 3.6 20.0 22.9 11512024.020.0µg/L1,2,4-Trichlorobenzene 70-130 4.6 20.0 20.3 10210721.320.0µg/L1,1,1-Trichloroethane 70-130 4.8 20.0 Page 11 of 34Date:06/14/2023 01:18 PM Page 56 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 6200B V34172QC Analytical Batch(es): Analysis Method: Analysis Description: 6200 PT QC Prep:V34168 LCS-V34168 LCSD-V34168Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 20.3 10210721.420.0µg/L1,1,2-Trichloroethane 70-130 5.2 20.0 19.9 99.510420.820.0µg/LTrichloroethene 70-130 4.4 20.0 20.3 10210120.220.0µg/LTrichlorofluoromethane 60-140 0.4 20.0 19.6 98.011122.220.0µg/L1,2,3-Trichloropropane 70-130 12.4 20.0 21.0 10511122.220.0µg/L1,2,4-Trimethylbenzene 70-130 5.5 20.0 21.1 10611122.120.0µg/L1,3,5-Trimethylbenzene 70-130 4.6 20.0 23.7 11912525.020.0µg/LVinyl Acetate 60-140 5.3 20.0 19.5 97.510420.720.0µg/LVinyl Chloride 60-140 5.9 20.0 41.9 10511244.840.0µg/Lm,p-Xylene 70-130 6.6 20.0 20.3 10210721.320.0µg/Lo-Xylene 70-130 4.8 20.0 1021014-Bromofluorobenzene (S)70-130 98.2100Dibromofluoromethane (S)70-130 1041061,2-Dichloroethane - d4 (S)70-130 100102Toluene-d8 (S)70-130 Page 12 of 34Date:06/14/2023 01:18 PM Page 57 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34058QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34056 Associated Lab Samples: 97644 LRB-V34056 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/06/23 13:530.020<0.020mg/KgAcetone 06/06/23 13:530.005<0.005mg/KgBenzene 06/06/23 13:530.005<0.005mg/KgBromobenzene 06/06/23 13:530.005<0.005mg/KgBromochloromethane 06/06/23 13:530.005<0.005mg/KgBromodichloromethane 06/06/23 13:530.005<0.005mg/KgBromoform 06/06/23 13:530.010<0.010mg/KgBromomethane 06/06/23 13:530.005<0.005mg/Kgn-Butylbenzene 06/06/23 13:530.005<0.005mg/Kgsec-Butyl benzene 06/06/23 13:530.005<0.005mg/Kgtert-Butyl benzene 06/06/23 13:530.005<0.005mg/KgCarbon Tetrachloride 06/06/23 13:530.005<0.005mg/KgChlorobenzene 06/06/23 13:530.005<0.005mg/KgChlorodibromomethane 06/06/23 13:530.010<0.010mg/KgChloroethane 06/06/23 13:530.005<0.005mg/KgChloroform 06/06/23 13:530.010<0.010mg/KgChloromethane 06/06/23 13:530.005<0.005mg/Kg2-Chlorotoluene 06/06/23 13:530.005<0.005mg/Kg4-Chlorotoluene 06/06/23 13:530.010<0.010mg/Kg1,2-Dibromo-3-Chloropropane 06/06/23 13:530.005<0.005mg/Kg1,2-Dibromoethane 06/06/23 13:530.005<0.005mg/KgDibromomethane 06/06/23 13:530.005<0.005mg/Kg1,2-Dichlorobenzene 06/06/23 13:530.005<0.005mg/Kg1,3-Dichlorobenzene 06/06/23 13:530.005<0.005mg/Kg1,4-Dichlorobenzene 06/06/23 13:530.010<0.010mg/KgDichlorodifluoromethane 06/06/23 13:530.005<0.005mg/Kg1,1-Dichloroethane 06/06/23 13:530.005<0.005mg/Kg1,2-Dichloroethane Page 13 of 34Date:06/14/2023 01:18 PM Page 58 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34058QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34056 Associated Lab Samples: 97644 LRB-V34056 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/06/23 13:530.005<0.005mg/Kg1,1-Dichloroethene 06/06/23 13:530.005<0.005mg/Kgcis-1,2-Dichloroethene 06/06/23 13:530.005<0.005mg/Kgtrans-1,2-Dichloroethene 06/06/23 13:530.005<0.005mg/Kg1,2-Dichloropropane 06/06/23 13:530.005<0.005mg/Kg1,3-Dichloropropane 06/06/23 13:530.005<0.005mg/Kg2,2-Dichloropropane 06/06/23 13:530.005<0.005mg/Kg1,1-Dichloropropene 06/06/23 13:530.005<0.005mg/Kgcis-1,3-Dichloropropene 06/06/23 13:530.005<0.005mg/Kgtrans-1,3-Dichloropropene 06/06/23 13:530.005<0.005mg/KgEthylbenzene 06/06/23 13:530.010<0.010mg/KgHexachlorobutadiene 06/06/23 13:530.005<0.005mg/KgDi-Isopropyl Ether (DIPE) 06/06/23 13:530.005<0.005mg/KgIsopropylbenzene 06/06/23 13:530.005<0.005mg/Kg4-Isopropyl toluene 06/06/23 13:530.020<0.020mg/Kg2-Hexanone 06/06/23 13:530.020<0.020mg/KgMethyl Ethyl Ketone (MEK) 06/06/23 13:530.010<0.010mg/KgMethylene Chloride 06/06/23 13:530.020<0.020mg/Kg4-Methyl-2-Pentanone 06/06/23 13:530.010<0.010mg/KgNaphthalene 06/06/23 13:530.005<0.005mg/Kgn-Propylbenzene 06/06/23 13:530.005<0.005mg/KgStyrene 06/06/23 13:530.050<0.050mg/KgEthyl Tertiary Butyl Ether (ETBE) 06/06/23 13:530.005<0.005mg/Kg1,1,1,2-Tetrachloroethane 06/06/23 13:530.005<0.005mg/Kg1,1,2,2-Tetrachloroethane 06/06/23 13:530.005<0.005mg/KgTetrachloroethene 06/06/23 13:530.005<0.005mg/KgToluene 06/06/23 13:530.010<0.010mg/Kg1,2,3-Trichlorobenzene Page 14 of 34Date:06/14/2023 01:18 PM Page 59 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34058QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34056 Associated Lab Samples: 97644 LRB-V34056 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/06/23 13:530.010<0.010mg/Kg1,2,4-Trichlorobenzene 06/06/23 13:530.005<0.005mg/Kg1,1,1-Trichloroethane 06/06/23 13:530.005<0.005mg/Kg1,1,2-Trichloroethane 06/06/23 13:530.005<0.005mg/KgTrichloroethene 06/06/23 13:530.010<0.010mg/KgTrichlorofluoromethane 06/06/23 13:530.005<0.005mg/Kg1,2,3-Trichloropropane 06/06/23 13:530.005<0.005mg/Kg1,3,5-Trimethylbenzene 06/06/23 13:530.010<0.010mg/KgVinyl Acetate 06/06/23 13:530.010<0.010mg/KgVinyl Chloride 06/06/23 13:530.005<0.005mg/Kgo-Xylene 06/06/23 13:530.020<0.020mg/KgAcrolein 06/06/23 13:530.020<0.020mg/KgAcrylonitrile 06/06/23 13:530.005<0.005mg/KgCarbon Disulfide 06/06/23 13:530.010<0.010mg/Kgn-Hexane 06/06/23 13:534-Bromofluorobenzene (S)102 70-130 06/06/23 13:53Dibromofluoromethane (S)105 84-123 06/06/23 13:53Toluene-d8 (S)114 76-129 LCS-V34056Laboratory Control Sample Parameter LCS %RecLCS Result Spike Conc.Units % Rec Limits 136*0.1360.100mg/KgAcrolein 70-130 1240.1240.100mg/KgAcrylonitrile 65-134 Page 15 of 34* QC Fail Date:06/14/2023 01:18 PM Page 60 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34058QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34056 LCS-V34056 LCSD-V34056Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.114 11494.70.0940.100mg/KgAcetone 29-198 18.4 20 0.049 99.698.40.0490.050mg/KgBenzene 74-127 1.2 20 0.047 95.899.40.0490.050mg/KgBromobenzene 73-125 3.6 20 0.055 1111020.0510.050mg/KgBromochloromethane 72-134 8.4 20 0.050 10096.00.0480.050mg/KgBromodichloromethane 75-122 4.2 20 0.054 1091060.0530.050mg/KgBromoform 66-135 2.4 20 0.031 62.857.20.0280.050mg/KgBromomethane 20-180 9.3 20 0.046 92.41020.0510.050mg/Kgn-Butylbenzene 65-135 9.8 20 0.044 88.895.60.0470.050mg/Kgsec-Butyl benzene 66-131 7.3 20 0.044 88.695.80.0470.050mg/Kgtert-Butyl benzene 67-132 7.8 20 0.047 95.695.20.0470.050mg/KgCarbon Tetrachloride 64-143 0.4 20 0.047 94.496.60.0480.050mg/KgChlorobenzene 74-118 2.3 20 0.052 1051030.0510.050mg/KgChlorodibromomethane 73-122 1.9 20 0.048 97.688.80.0440.050mg/KgChloroethane 33-149 9.4 20 0.052 10599.20.0490.050mg/KgChloroform 73-127 5.8 20 0.031 62.857.40.0280.050mg/KgChloromethane 45-143 8.9 20 0.045 91.898.40.0490.050mg/Kg2-Chlorotoluene 67-124 6.9 20 0.045 91.698.40.0490.050mg/Kg4-Chlorotoluene 71-126 7.1 20 0.060 1201160.0580.050mg/Kg1,2-Dibromo-3-Chloropropane 55-157 3.5 20 0.052 1041030.0510.050mg/Kg1,2-Dibromoethane 70-132 1.3 20 0.053 10699.00.0490.050mg/KgDibromomethane 74-133 7.0 20 0.050 1001030.0510.050mg/Kg1,2-Dichlorobenzene 72-123 2.5 20 0.048 97.41010.0500.050mg/Kg1,3-Dichlorobenzene 71-120 3.8 20 0.048 97.01010.0500.050mg/Kg1,4-Dichlorobenzene 71-123 3.8 20 0.037 75.679.80.0390.050mg/KgDichlorodifluoromethane 26-146 5.4 20 0.050 10197.60.0480.050mg/Kg1,1-Dichloroethane 74-127 3.0 20 Page 16 of 34Date:06/14/2023 01:18 PM Page 61 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34058QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34056 LCS-V34056 LCSD-V34056Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.048 96.41020.0500.050mg/Kg1,2-Dichloroethane 68-128 5.2 20 0.047 95.690.40.0450.050mg/Kg1,1-Dichloroethene 67-149 5.5 20 0.051 10499.80.0490.050mg/Kgcis-1,2-Dichloroethene 76-134 3.9 20 0.049 98.496.00.0480.050mg/Kgtrans-1,2-Dichloroethene 73-132 2.4 20 0.048 96.493.00.0460.050mg/Kg1,2-Dichloropropane 73-130 3.5 20 0.051 1031020.0510.050mg/Kg1,3-Dichloropropane 75-124 0.1 20 0.048 96.498.20.0490.050mg/Kg2,2-Dichloropropane 50-142 1.8 20 0.048 96.497.00.0480.050mg/Kg1,1-Dichloropropene 71-130 0.6 20 0.056 11395.00.0470.050mg/Kgcis-1,3-Dichloropropene 71-125 17.6 20 0.059 1201000.0500.050mg/Kgtrans-1,3-Dichloropropene 68-123 17.8 20 0.044 89.894.80.0470.050mg/KgEthylbenzene 74-128 5.4 20 0.045 91.41000.0500.050mg/KgHexachlorobutadiene 64-125 9.1 20 0.052 10597.80.0480.050mg/KgDi-Isopropyl Ether (DIPE)59-159 7.4 20 0.044 89.296.20.0480.050mg/KgIsopropylbenzene 68-126 7.5 20 0.045 90.898.00.0490.050mg/Kg4-Isopropyl toluene 68-129 7.6 20 0.057 1161050.0520.050mg/Kg2-Hexanone 61-157 10.1 20 0.053 10891.00.0450.050mg/KgMethyl Ethyl Ketone (MEK)63-149 16.7 20 0.048 97.892.40.0460.050mg/KgMethylene Chloride 74-129 5.6 20 0.066 1321060.0530.050mg/Kg4-Methyl-2-Pentanone 57-162 21.8*20 0.051 1031040.0520.050mg/KgNaphthalene 57-157 0.9 20 0.044 89.297.40.0480.050mg/Kgn-Propylbenzene 67-130 8.7 20 0.050 1011040.0520.050mg/KgStyrene 77-121 2.9 20 0.110 1101010.1010.100mg/KgEthyl Tertiary Butyl Ether (ETBE)70-130 8.5 20 0.048 97.297.20.0480.050mg/Kg1,1,1,2-Tetrachloroethane 72-115 0.0 20 0.052 1051050.0520.050mg/Kg1,1,2,2-Tetrachloroethane 56-126 0.0 20 0.049 98.487.20.0430.050mg/KgTetrachloroethene 68-130 12.0 20 Page 17 of 34* QC Fail Date:06/14/2023 01:18 PM Page 62 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34058QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34056 LCS-V34056 LCSD-V34056Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.051 10392.40.0460.050mg/KgToluene 71-129 10.6 20 0.048 97.61050.0520.050mg/Kg1,2,3-Trichlorobenzene 68-130 7.1 20 0.052 1041080.0540.050mg/Kg1,2,4-Trichlorobenzene 66-125 3.3 20 0.047 95.695.20.0470.050mg/Kg1,1,1-Trichloroethane 67-131 0.4 20 0.051 10295.60.0470.050mg/Kg1,1,2-Trichloroethane 70-133 6.8 20 0.045 91.498.00.0490.050mg/KgTrichloroethene 75-133 6.9 20 0.041 82.480.60.0400.050mg/KgTrichlorofluoromethane 44-146 2.2 20 0.054 1081030.0510.050mg/Kg1,2,3-Trichloropropane 60-137 4.7 20 0.046 92.498.80.0490.050mg/Kg1,3,5-Trimethylbenzene 69-128 6.6 20 0.070 142*1280.0630.050mg/KgVinyl Acetate 60-140 10.4 20 0.043 86.686.00.0430.050mg/KgVinyl Chloride 48-147 0.6 20 0.046 93.697.00.0480.050mg/Kgo-Xylene 74-126 3.5 20 0.048 97.292.80.0460.050mg/KgCarbon Disulfide 61-129 4.6 20 0.048 97.495.80.0470.050mg/Kgn-Hexane 70-130 1.6 20 99.61004-Bromofluorobenzene (S)70-130 116104Dibromofluoromethane (S)84-123 10293.4Toluene-d8 (S)76-129 Page 18 of 34* QC Fail Date:06/14/2023 01:18 PM Page 63 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34069QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34068 Associated Lab Samples: 97645 LRB-V34068 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/07/23 10:370.020<0.020mg/KgAcetone 06/07/23 10:370.005<0.005mg/KgBenzene 06/07/23 10:370.005<0.005mg/KgBromobenzene 06/07/23 10:370.005<0.005mg/KgBromochloromethane 06/07/23 10:370.005<0.005mg/KgBromodichloromethane 06/07/23 10:370.005<0.005mg/KgBromoform 06/07/23 10:370.010<0.010mg/KgBromomethane 06/07/23 10:370.005<0.005mg/Kgn-Butylbenzene 06/07/23 10:370.005<0.005mg/Kgsec-Butyl benzene 06/07/23 10:370.005<0.005mg/Kgtert-Butyl benzene 06/07/23 10:370.005<0.005mg/KgCarbon Tetrachloride 06/07/23 10:370.005<0.005mg/KgChlorobenzene 06/07/23 10:370.005<0.005mg/KgChlorodibromomethane 06/07/23 10:370.010<0.010mg/KgChloroethane 06/07/23 10:370.005<0.005mg/KgChloroform 06/07/23 10:370.010<0.010mg/KgChloromethane 06/07/23 10:370.005<0.005mg/Kg2-Chlorotoluene 06/07/23 10:370.005<0.005mg/Kg4-Chlorotoluene 06/07/23 10:370.010<0.010mg/Kg1,2-Dibromo-3-Chloropropane 06/07/23 10:370.005<0.005mg/Kg1,2-Dibromoethane 06/07/23 10:370.005<0.005mg/KgDibromomethane 06/07/23 10:370.005<0.005mg/Kg1,2-Dichlorobenzene 06/07/23 10:370.005<0.005mg/Kg1,3-Dichlorobenzene 06/07/23 10:370.005<0.005mg/Kg1,4-Dichlorobenzene 06/07/23 10:370.010<0.010mg/KgDichlorodifluoromethane 06/07/23 10:370.005<0.005mg/Kg1,1-Dichloroethane 06/07/23 10:370.005<0.005mg/Kg1,2-Dichloroethane Page 19 of 34Date:06/14/2023 01:18 PM Page 64 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34069QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34068 Associated Lab Samples: 97645 LRB-V34068 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/07/23 10:370.005<0.005mg/Kg1,1-Dichloroethene 06/07/23 10:370.005<0.005mg/Kgcis-1,2-Dichloroethene 06/07/23 10:370.005<0.005mg/Kgtrans-1,2-Dichloroethene 06/07/23 10:370.005<0.005mg/Kg1,2-Dichloropropane 06/07/23 10:370.005<0.005mg/Kg1,3-Dichloropropane 06/07/23 10:370.005<0.005mg/Kg2,2-Dichloropropane 06/07/23 10:370.005<0.005mg/Kg1,1-Dichloropropene 06/07/23 10:370.005<0.005mg/Kgcis-1,3-Dichloropropene 06/07/23 10:370.005<0.005mg/Kgtrans-1,3-Dichloropropene 06/07/23 10:370.005<0.005mg/KgEthylbenzene 06/07/23 10:370.010<0.010mg/KgHexachlorobutadiene 06/07/23 10:370.005<0.005mg/KgDi-Isopropyl Ether (DIPE) 06/07/23 10:370.005<0.005mg/KgIsopropylbenzene 06/07/23 10:370.005<0.005mg/Kg4-Isopropyl toluene 06/07/23 10:370.020<0.020mg/Kg2-Hexanone 06/07/23 10:370.020<0.020mg/KgMethyl Ethyl Ketone (MEK) 06/07/23 10:370.010<0.010mg/KgMethylene Chloride 06/07/23 10:370.005<0.005mg/KgMethyl tert-butyl ether (MTBE) 06/07/23 10:370.020<0.020mg/Kg4-Methyl-2-Pentanone 06/07/23 10:370.010<0.010mg/KgNaphthalene 06/07/23 10:370.005<0.005mg/Kgn-Propylbenzene 06/07/23 10:370.005<0.005mg/KgStyrene 06/07/23 10:370.050<0.050mg/KgEthyl Tertiary Butyl Ether (ETBE) 06/07/23 10:370.005<0.005mg/Kg1,1,1,2-Tetrachloroethane 06/07/23 10:370.005<0.005mg/Kg1,1,2,2-Tetrachloroethane 06/07/23 10:370.005<0.005mg/KgTetrachloroethene 06/07/23 10:370.005<0.005mg/KgToluene Page 20 of 34Date:06/14/2023 01:18 PM Page 65 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34069QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34068 Associated Lab Samples: 97645 LRB-V34068 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/07/23 10:370.010<0.010mg/Kg1,2,3-Trichlorobenzene 06/07/23 10:370.010<0.010mg/Kg1,2,4-Trichlorobenzene 06/07/23 10:370.005<0.005mg/Kg1,1,1-Trichloroethane 06/07/23 10:370.005<0.005mg/Kg1,1,2-Trichloroethane 06/07/23 10:370.005<0.005mg/KgTrichloroethene 06/07/23 10:370.010<0.010mg/KgTrichlorofluoromethane 06/07/23 10:370.005<0.005mg/Kg1,2,3-Trichloropropane 06/07/23 10:370.005<0.005mg/Kg1,2,4-Trimethylbenzene 06/07/23 10:370.005<0.005mg/Kg1,3,5-Trimethylbenzene 06/07/23 10:370.010<0.010mg/KgVinyl Acetate 06/07/23 10:370.010<0.010mg/KgVinyl Chloride 06/07/23 10:370.010<0.010mg/Kgm,p-Xylene 06/07/23 10:370.005<0.005mg/Kgo-Xylene 06/07/23 10:370.020<0.020mg/KgAcrolein 06/07/23 10:370.020<0.020mg/KgAcrylonitrile 06/07/23 10:370.005<0.005mg/KgCarbon Disulfide 06/07/23 10:370.010<0.010mg/Kgn-Hexane 06/07/23 10:374-Bromofluorobenzene (S)99.6 70-130 06/07/23 10:37Dibromofluoromethane (S)104 84-123 06/07/23 10:37Toluene-d8 (S)100 76-129 LCS-V34068 LCSD-V34068Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.089 89.997.90.0970.100mg/KgAcetone 29-198 8.5 20 0.048 96.898.80.0490.050mg/KgBenzene 74-127 2.0 20 Page 21 of 34Date:06/14/2023 01:18 PM Page 66 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34069QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34068 LCS-V34068 LCSD-V34068Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.048 96.895.60.0470.050mg/KgBromobenzene 73-125 1.2 20 0.050 1011020.0510.050mg/KgBromochloromethane 72-134 0.9 20 0.049 98.61000.0500.050mg/KgBromodichloromethane 75-122 1.8 20 0.048 96.41020.0510.050mg/KgBromoform 66-135 5.8 20 0.042 84.879.00.0390.050mg/KgBromomethane 20-180 7.0 20 0.049 98.81030.0510.050mg/Kgn-Butylbenzene 65-135 4.5 20 0.047 94.898.20.0490.050mg/Kgsec-Butyl benzene 66-131 3.5 20 0.047 94.896.20.0480.050mg/Kgtert-Butyl benzene 67-132 1.4 20 0.045 91.896.60.0480.050mg/KgCarbon Tetrachloride 64-143 5.0 20 0.047 95.097.20.0480.050mg/KgChlorobenzene 74-118 2.2 20 0.048 97.299.80.0490.050mg/KgChlorodibromomethane 73-122 2.6 20 0.049 98.81010.0500.050mg/KgChloroethane 33-149 2.2 20 0.047 94.899.20.0490.050mg/KgChloroform 73-127 4.5 20 0.034 69.071.20.0350.050mg/KgChloromethane 45-143 3.1 20 0.048 96.096.20.0480.050mg/Kg2-Chlorotoluene 67-124 0.2 20 0.048 96.096.20.0480.050mg/Kg4-Chlorotoluene 71-126 0.2 20 0.056 1131050.0520.050mg/Kg1,2-Dibromo-3-Chloropropane 55-157 7.5 20 0.050 1001010.0500.050mg/Kg1,2-Dibromoethane 70-132 0.7 20 0.049 99.21030.0510.050mg/KgDibromomethane 74-133 3.9 20 0.050 10199.40.0490.050mg/Kg1,2-Dichlorobenzene 72-123 1.3 20 0.049 98.21010.0500.050mg/Kg1,3-Dichlorobenzene 71-120 3.0 20 0.048 96.499.80.0490.050mg/Kg1,4-Dichlorobenzene 71-123 3.4 20 0.038 76.081.20.0400.050mg/KgDichlorodifluoromethane 26-146 6.6 20 0.047 95.499.60.0490.050mg/Kg1,1-Dichloroethane 74-127 4.3 20 0.048 96.298.00.0490.050mg/Kg1,2-Dichloroethane 68-128 1.8 20 0.046 93.898.60.0490.050mg/Kg1,1-Dichloroethene 67-149 4.9 20 Page 22 of 34Date:06/14/2023 01:18 PM Page 67 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34069QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34068 LCS-V34068 LCSD-V34068Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.048 97.299.60.0490.050mg/Kgcis-1,2-Dichloroethene 76-134 2.4 20 0.048 96.81000.0500.050mg/Kgtrans-1,2-Dichloroethene 73-132 3.4 20 0.048 96.498.20.0490.050mg/Kg1,2-Dichloropropane 73-130 1.8 20 0.049 98.899.40.0490.050mg/Kg1,3-Dichloropropane 75-124 0.6 20 0.047 94.897.80.0480.050mg/Kg2,2-Dichloropropane 50-142 3.1 20 0.047 94.496.20.0480.050mg/Kg1,1-Dichloropropene 71-130 1.8 20 0.050 1001020.0510.050mg/Kgcis-1,3-Dichloropropene 71-125 2.1 20 0.052 1041060.0530.050mg/Kgtrans-1,3-Dichloropropene 68-123 1.8 20 0.046 92.695.20.0470.050mg/KgEthylbenzene 74-128 2.7 20 0.049 99.61050.0520.050mg/KgHexachlorobutadiene 64-125 5.0 20 0.047 95.898.40.0490.050mg/KgDi-Isopropyl Ether (DIPE)59-159 2.6 20 0.043 87.697.40.0480.050mg/KgIsopropylbenzene 68-126 10.5 20 0.048 97.298.40.0490.050mg/Kg4-Isopropyl toluene 68-129 1.2 20 0.050 1001130.0560.050mg/Kg2-Hexanone 61-157 11.4 20 0.044 88.694.00.0470.050mg/KgMethyl Ethyl Ketone (MEK)63-149 5.9 20 0.045 90.493.60.0460.050mg/KgMethylene Chloride 74-129 3.4 20 0.049 99.41000.0500.050mg/KgMethyl tert-butyl ether (MTBE)70-130 0.6 20 0.052 1041090.0540.050mg/Kg4-Methyl-2-Pentanone 57-162 3.9 20 0.050 10098.80.0490.050mg/KgNaphthalene 57-157 1.4 20 0.047 95.096.80.0480.050mg/Kgn-Propylbenzene 67-130 1.8 20 0.047 94.61030.0510.050mg/KgStyrene 77-121 8.8 20 0.097 97.699.20.0990.100mg/KgEthyl Tertiary Butyl Ether (ETBE)70-130 1.6 20 0.047 95.898.40.0490.050mg/Kg1,1,1,2-Tetrachloroethane 72-115 2.6 20 0.051 10399.20.0490.050mg/Kg1,1,2,2-Tetrachloroethane 56-126 3.3 20 0.047 94.098.20.0490.050mg/KgTetrachloroethene 68-130 4.3 20 0.047 95.21000.0500.050mg/KgToluene 71-129 5.1 20 Page 23 of 34Date:06/14/2023 01:18 PM Page 68 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34069QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34068 LCS-V34068 LCSD-V34068Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.051 1021010.0500.050mg/Kg1,2,3-Trichlorobenzene 68-130 1.3 20 0.053 1061070.0530.050mg/Kg1,2,4-Trichlorobenzene 66-125 0.7 20 0.047 95.297.00.0480.050mg/Kg1,1,1-Trichloroethane 67-131 1.8 20 0.049 98.299.20.0490.050mg/Kg1,1,2-Trichloroethane 70-133 1.0 20 0.047 94.297.00.0480.050mg/KgTrichloroethene 75-133 2.9 20 0.043 87.090.80.0450.050mg/KgTrichlorofluoromethane 44-146 4.2 20 0.049 99.01030.0510.050mg/Kg1,2,3-Trichloropropane 60-137 3.9 20 0.048 97.899.80.0490.050mg/Kg1,2,4-Trimethylbenzene 69-129 2.0 20 0.049 98.699.60.0490.050mg/Kg1,3,5-Trimethylbenzene 69-128 1.0 20 0.062 1261340.0660.050mg/KgVinyl Acetate 60-140 6.1 20 0.044 88.091.20.0450.050mg/KgVinyl Chloride 48-147 3.5 20 0.095 95.299.10.0990.100mg/Kgm,p-Xylene 75-124 4.0 20 0.044 88.897.00.0480.050mg/Kgo-Xylene 74-126 8.8 20 0.135 135*136*0.1360.100mg/KgAcrolein 70-130 0.7 20 0.123 1231210.1210.100mg/KgAcrylonitrile 65-134 1.6 20 0.048 97.21010.0500.050mg/KgCarbon Disulfide 61-129 4.2 20 0.048 96.01050.0520.050mg/Kgn-Hexane 70-130 9.1 20 1021014-Bromofluorobenzene (S)70-130 104104Dibromofluoromethane (S)84-123 101100Toluene-d8 (S)76-129 Page 24 of 34* QC Fail Date:06/14/2023 01:18 PM Page 69 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V34237QC Analytical Batch(es): Analysis Method: Analysis Description: 5035 QC Prep:V34236 Associated Lab Samples: 97644 LRB-V34236 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/06/23 13:530.005<0.005mg/KgMethyl tert-butyl ether (MTBE) 06/06/23 13:530.005<0.005mg/Kg1,2,4-Trimethylbenzene 06/06/23 13:530.010<0.010mg/Kgm,p-Xylene 06/06/23 13:534-Bromofluorobenzene (S)102 70-130 06/06/23 13:53Dibromofluoromethane (S)105 70-130 06/06/23 13:53Toluene-d8 (S)114 76-129 LCS-V34236 LCSD-V34236Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 0.058 1161030.0510.050mg/KgMethyl tert-butyl ether (MTBE)70-130 11.4 20 0.046 93.898.60.0490.050mg/Kg1,2,4-Trimethylbenzene 69-129 4.9 20 0.091 91.496.20.0960.100mg/Kgm,p-Xylene 75-124 5.1 20 99.61004-Bromofluorobenzene (S)70-130 116104Dibromofluoromethane (S)70-130 10293.4Toluene-d8 (S)76-129 Page 25 of 34Date:06/14/2023 01:18 PM Page 70 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V34186QC Analytical Batch(es): Analysis Method: Analysis Description: 3546 QC Prep:V34156 Associated Lab Samples: 97645 LRB-V34156 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/09/23 16:060.660<0.660mg/KgAcenaphthene 06/09/23 16:060.660<0.660mg/KgAcenaphthylene 06/09/23 16:060.660<0.660mg/KgAniline 06/09/23 16:060.660<0.660mg/KgAnthracene 06/09/23 16:060.660<0.660mg/KgBenzo(a)anthracene 06/09/23 16:060.660<0.660mg/KgBenzo(a)pyrene 06/09/23 16:060.660<0.660mg/KgBenzo(b)fluoranthene 06/09/23 16:060.660<0.660mg/KgBenzo(g,h,i)perylene 06/09/23 16:060.660<0.660mg/KgBenzo(k)fluoranthene 06/09/23 16:062.00<2.00mg/KgBenzoic Acid 06/09/23 16:060.660<0.660mg/KgBenzyl alcohol 06/09/23 16:060.660<0.660mg/KgBis(2-Chloroethoxy)methane 06/09/23 16:060.660<0.660mg/KgBis(2-Chloroethyl)ether 06/09/23 16:060.330<0.330mg/KgBis(2-Chloroisopropyl)ether 06/09/23 16:060.660<0.660mg/KgBis(2-ethylhexyl)phthalate 06/09/23 16:060.660<0.660mg/Kg4-Bromophenyl phenyl ether 06/09/23 16:060.330<0.330mg/KgButyl benzyl phthalate 06/09/23 16:060.660<0.660mg/Kg4-Chloro-3-methylphenol 06/09/23 16:060.330<0.330mg/Kg4-Chloroaniline 06/09/23 16:060.660<0.660mg/Kg2-Chloronaphthalene 06/09/23 16:060.660<0.660mg/Kg2-Chlorophenol 06/09/23 16:061.00<1.00mg/Kg4-Chlorophenyl phenyl ether 06/09/23 16:060.660<0.660mg/KgChrysene 06/09/23 16:060.660<0.660mg/KgDibenz(a,h)anthracene 06/09/23 16:060.660<0.660mg/KgDibenzofuran 06/09/23 16:060.660<0.660mg/Kg1,2-Dichlorobenzene 06/09/23 16:060.660<0.660mg/Kg1,3-Dichlorobenzene Page 26 of 34Date:06/14/2023 01:18 PM Page 71 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V34186QC Analytical Batch(es): Analysis Method: Analysis Description: 3546 QC Prep:V34156 Associated Lab Samples: 97645 LRB-V34156 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/09/23 16:060.330<0.330mg/Kg1,4-Dichlorobenzene 06/09/23 16:060.660<0.660mg/Kg3,3'-Dichlorobenzidine 06/09/23 16:060.660<0.660mg/Kg2,4-Dichlorophenol 06/09/23 16:060.660<0.660mg/KgDiethyl phthalate 06/09/23 16:060.660<0.660mg/KgDimethyl phthalate 06/09/23 16:060.330<0.330mg/Kg2,4-Dimethylphenol 06/09/23 16:060.660<0.660mg/KgDi-n-butyl phthalate 06/09/23 16:061.50<1.50mg/Kg4,6-Dinitro-2-methylphenol 06/09/23 16:061.50<1.50mg/Kg2,4-Dinitrophenol 06/09/23 16:060.660<0.660mg/Kg2,4-Dinitrotoluene 06/09/23 16:060.660<0.660mg/Kg2,6-Dinitrotoluene 06/09/23 16:060.330<0.330mg/KgDi-n-Octyl Phthalate 06/09/23 16:060.660<0.660mg/KgFluoranthene 06/09/23 16:060.660<0.660mg/KgFluorene 06/09/23 16:060.660<0.660mg/KgHexachlorobenzene 06/09/23 16:060.660<0.660mg/KgHexachlorobutadiene 06/09/23 16:060.660<0.660mg/KgHexachlorocyclopentadiene 06/09/23 16:060.660<0.660mg/KgHexachloroethane 06/09/23 16:060.660<0.660mg/KgIndeno(1,2,3-cd)pyrene 06/09/23 16:060.660<0.660mg/KgIsophorone 06/09/23 16:060.660<0.660mg/Kg1-Methylnaphthalene 06/09/23 16:060.660<0.660mg/Kg2-Methylnaphthalene 06/09/23 16:060.660<0.660mg/Kg2-Methylphenol 06/09/23 16:060.660<0.660mg/Kg3&4 Methylphenol 06/09/23 16:060.660<0.660mg/KgNaphthalene 06/09/23 16:060.660<0.660mg/Kg2-Nitroaniline 06/09/23 16:060.660<0.660mg/Kg3-Nitroaniline Page 27 of 34Date:06/14/2023 01:18 PM Page 72 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V34186QC Analytical Batch(es): Analysis Method: Analysis Description: 3546 QC Prep:V34156 Associated Lab Samples: 97645 LRB-V34156 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/09/23 16:060.330<0.330mg/Kg4-Nitroaniline 06/09/23 16:060.330<0.330mg/KgNitrobenzene 06/09/23 16:060.660<0.660mg/Kg2-Nitrophenol 06/09/23 16:060.660<0.660mg/Kg4-Nitrophenol 06/09/23 16:060.660<0.660mg/KgN-Nitrosodimethylamine 06/09/23 16:060.660<0.660mg/KgN-Nitrosodiphenylamine 06/09/23 16:060.660<0.660mg/KgN-Nitroso-di-n-propylamine 06/09/23 16:061.00<1.00mg/KgPentachlorophenol 06/09/23 16:060.660<0.660mg/KgPhenanthrene 06/09/23 16:060.660<0.660mg/KgPhenol 06/09/23 16:060.660<0.660mg/KgPyrene 06/09/23 16:060.330<0.330mg/KgPyridine 06/09/23 16:060.660<0.660mg/Kg1,2,4-Trichlorobenzene 06/09/23 16:060.660<0.660mg/Kg2,4,5-Trichlorophenol 06/09/23 16:060.660<0.660mg/Kg2,4,6-Trichlorophenol 06/09/23 16:062-Fluorobiphenyl (S)78.4 44-115 06/09/23 16:062-Fluorophenol (S)63.9 35-115 06/09/23 16:06Nitrobenzene-d5 (S)69.4 37-122 06/09/23 16:064-Terphenyl-d14 (S)90.4 54-127 06/09/23 16:062,4,6-Tribromophenol (S)68.1 39-132 06/09/23 16:06Phenol-d5 (S)58.5 34-121 LCS-V34156 LCSD-V34156Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 1.41 84.480.81.351.67mg/KgAcenaphthene 40-123 4.3 20 Page 28 of 34Date:06/14/2023 01:18 PM Page 73 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V34186QC Analytical Batch(es): Analysis Method: Analysis Description: 3546 QC Prep:V34156 LCS-V34156 LCSD-V34156Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 1.37 82.080.81.351.67mg/KgAcenaphthylene 32-132 1.4 20 1.97 1181171.951.67mg/KgAniline 12-197 1.0 20 1.54 92.288.01.471.67mg/KgAnthracene 47-123 4.6 20 1.53 91.688.01.471.67mg/KgBenzo(a)anthracene 49-126 4.0 20 1.66 99.495.81.601.67mg/KgBenzo(a)pyrene 45-129 3.6 20 1.65 98.891.61.531.67mg/KgBenzo(b)fluoranthene 45-132 7.5 20 1.45 86.882.01.371.67mg/KgBenzo(g,h,i)perylene 43-134 5.6 20 1.58 94.692.21.541.67mg/KgBenzo(k)fluoranthene 47-132 2.5 20 <2.00 37.564.6<2.001.67mg/KgBenzoic Acid 10-83 53.0*20 1.33 79.674.21.241.67mg/KgBenzyl alcohol 29-122 7.0 20 1.39 83.280.21.341.67mg/KgBis(2-Chloroethoxy)methane 36-121 3.6 20 1.13 67.662.81.051.67mg/KgBis(2-Chloroethyl)ether 31-120 7.3 20 1.23 73.669.41.161.67mg/KgBis(2-Chloroisopropyl)ether 33-131 5.8 20 1.38 82.679.61.331.67mg/KgBis(2-ethylhexyl)phthalate 51-133 3.6 20 1.60 95.891.01.521.67mg/Kg4-Bromophenyl phenyl ether 46-124 5.1 20 1.43 85.682.61.381.67mg/KgButyl benzyl phthalate 48-132 3.5 20 1.46 87.482.61.381.67mg/Kg4-Chloro-3-methylphenol 45-122 5.6 20 1.42 85.080.21.341.67mg/Kg4-Chloroaniline 17-106 5.7 20 1.39 83.283.21.391.67mg/Kg2-Chloronaphthalene 41-114 0.0 20 1.28 76.671.81.201.67mg/Kg2-Chlorophenol 34-121 6.4 20 1.54 92.290.41.511.67mg/Kg4-Chlorophenyl phenyl ether 45-121 1.9 20 1.57 94.089.21.491.67mg/KgChrysene 50-124 5.2 20 1.33 79.675.41.261.67mg/KgDibenz(a,h)anthracene 45-134 5.4 20 1.38 82.680.81.351.67mg/KgDibenzofuran 44-120 2.1 20 1.20 71.867.01.121.67mg/Kg1,2-Dichlorobenzene 33-117 6.8 20 1.14 68.265.81.101.67mg/Kg1,3-Dichlorobenzene 30-115 3.5 20 Page 29 of 34* QC Fail Date:06/14/2023 01:18 PM Page 74 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V34186QC Analytical Batch(es): Analysis Method: Analysis Description: 3546 QC Prep:V34156 LCS-V34156 LCSD-V34156Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 1.17 70.065.81.101.67mg/Kg1,4-Dichlorobenzene 31-115 6.1 20 1.36 81.477.21.291.67mg/Kg3,3'-Dichlorobenzidine 22-121 5.2 20 1.49 89.283.81.401.67mg/Kg2,4-Dichlorophenol 40-122 6.2 20 1.46 87.485.61.431.67mg/KgDiethyl phthalate 50-124 2.0 20 1.48 88.686.81.451.67mg/KgDimethyl phthalate 48-124 2.0 20 1.82 1091071.791.67mg/Kg2,4-Dimethylphenol 30-127 1.6 20 1.57 94.090.41.511.67mg/KgDi-n-butyl phthalate 51-128 3.8 20 1.52 91.081.4<1.501.67mg/Kg4,6-Dinitro-2-methylphenol 29-132 11.1 20 <1.50 66.467.6<1.501.67mg/Kg2,4-Dinitrophenol 27-129 1.7 20 1.49 89.286.21.441.67mg/Kg2,4-Dinitrotoluene 48-126 3.4 20 1.48 88.686.81.451.67mg/Kg2,6-Dinitrotoluene 46-124 2.0 20 1.56 93.487.41.461.67mg/KgDi-n-Octyl Phthalate 45-140 6.6 20 1.44 86.282.61.381.67mg/KgFluoranthene 50-127 4.2 20 1.44 86.283.21.391.67mg/KgFluorene 43-125 3.5 20 1.55 92.885.61.431.67mg/KgHexachlorobenzene 45-122 8.0 20 1.47 88.079.61.331.67mg/KgHexachlorobutadiene 32-123 10.0 20 1.23 73.667.61.131.67mg/KgHexachlorocyclopentadiene 32-117 8.4 20 1.12 67.063.41.061.67mg/KgHexachloroethane 28-117 5.5 20 1.48 88.682.01.371.67mg/KgIndeno(1,2,3-cd)pyrene 45-133 7.7 20 1.21 72.470.01.171.67mg/KgIsophorone 30-122 3.3 20 1.35 80.877.21.291.67mg/Kg1-Methylnaphthalene 40-119 4.5 20 1.39 83.279.01.321.67mg/Kg2-Methylnaphthalene 38-122 5.1 20 1.30 77.873.01.221.67mg/Kg2-Methylphenol 32-122 6.3 20 1.19 71.265.81.101.67mg/Kg3&4 Methylphenol 34-119 7.8 20 1.30 77.873.61.231.67mg/KgNaphthalene 35-123 5.5 20 1.44 86.283.21.391.67mg/Kg2-Nitroaniline 44-127 3.5 20 Page 30 of 34Date:06/14/2023 01:18 PM Page 75 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V34186QC Analytical Batch(es): Analysis Method: Analysis Description: 3546 QC Prep:V34156 LCS-V34156 LCSD-V34156Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 1.32 79.076.01.271.67mg/Kg3-Nitroaniline 33-119 3.8 20 1.60 95.891.01.521.67mg/Kg4-Nitroaniline 63-147 5.1 20 1.24 74.271.21.191.67mg/KgNitrobenzene 34-122 4.1 20 1.34 80.275.41.261.67mg/Kg2-Nitrophenol 36-123 6.1 20 1.26 75.473.61.231.67mg/Kg4-Nitrophenol 30-132 2.4 20 1.03 61.659.40.9931.67mg/KgN-Nitrosodimethylamine 10-146 3.6 20 1.79 1071021.711.67mg/KgN-Nitrosodiphenylamine 38-127 4.5 20 1.24 74.270.01.171.67mg/KgN-Nitroso-di-n-propylamine 36-120 5.8 20 1.57 94.089.81.501.67mg/KgPentachlorophenol 25-133 4.5 20 1.47 88.083.81.401.67mg/KgPhenanthrene 50-121 4.8 20 1.25 74.869.41.161.67mg/KgPhenol 34-121 7.4 20 1.54 92.288.61.481.67mg/KgPyrene 47-127 3.9 20 0.774 46.346.40.7761.67mg/KgPyridine 10-80 0.2 20 1.35 80.875.41.261.67mg/Kg1,2,4-Trichlorobenzene 34-118 6.8 20 1.44 86.283.81.401.67mg/Kg2,4,5-Trichlorophenol 41-124 2.8 20 1.41 84.482.01.371.67mg/Kg2,4,6-Trichlorophenol 39-126 2.8 20 88.685.62-Fluorobiphenyl (S)44-115 73.871.72-Fluorophenol (S)35-115 76.676.0Nitrobenzene-d5 (S)37-122 1021014-Terphenyl-d14 (S)54-127 84.986.42,4,6-Tribromophenol (S)39-132 66.963.6Phenol-d5 (S)34-121 Page 31 of 34Date:06/14/2023 01:18 PM Page 76 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Massachusetts EPH MADEP-EPH V34128QC Analytical Batch(es): Analysis Method: Analysis Description: MAEPH (Prep) QC Prep:V34042 Associated Lab Samples: 97645 LRB-V34042 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/09/23 16:5650.0<50.0mg/KgAliphatic C9-C18 06/09/23 16:5650.0<50.0mg/KgAliphatic C19-C36 06/09/23 16:5650.0<50.0mg/KgAromatic C11-C22 06/09/23 16:562-Fluorobiphenyl (S)109 40-140 06/09/23 16:562-Bromonaphthalene (S)100 40-140 06/09/23 16:56Chlorooctadecane (S)66.8 40-140 06/09/23 16:56OTP Surrogate (S)78.2 40-140 LCS-V34042 LCSD-V34042Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD <50.0 72.870.0<50.060.0mg/KgAliphatic C9-C18 40-140 3.9 50 74.7 93.385.368.380.0mg/KgAliphatic C19-C36 40-140 8.9 50 162 95.286.4147170mg/KgAromatic C11-C22 40-140 9.7 50 1021062-Fluorobiphenyl (S)40-140 95.799.52-Bromonaphthalene (S)40-140 76.671.3Chlorooctadecane (S)40-140 87.881.6OTP Surrogate (S)40-140 Page 32 of 34Date:06/14/2023 01:18 PM Page 77 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 QC Prep Batch Method: Massachusetts VPH MADEP-VPH V34054QC Analytical Batch(es): Analysis Method: Analysis Description: MAVPH (Prep) QC Prep:V34053 Associated Lab Samples: 97644, 97645 LRB-V34053 Matrix: SOLLab Reagent Blank Parameter AnalyzedMQLBlank ResultUnits % Recovery % Rec Limits 06/07/23 10:058.00<8.00mg/KgAliphatic C5-C8 06/07/23 10:058.00<8.00mg/KgAliphatic C9-C12 06/07/23 10:058.00<8.00mg/KgAromatic C9-C10 06/07/23 10:052,5-Dibromotoluene (FID) (S)115 70-130 06/07/23 10:052,5-Dibromotoluene (PID) (S)104 70-130 LCS-V34053 LCSD-V34053Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 36.0 11311035.132.0mg/KgAliphatic C5-C8 70-130 2.5 50 38.0 11911938.232.0mg/KgAliphatic C9-C12 70-130 0.5 50 12.3 11511912.710.7mg/KgAromatic C9-C10 70-130 3.2 50 1011162,5-Dibromotoluene (FID) (S)70-130 1101042,5-Dibromotoluene (PID) (S)70-130 Page 33 of 34Date:06/14/2023 01:18 PM Page 78 of 81 Quality Control Data 23-157-0005Report No: Project Description: Client ID:Withers & Ravenel Former Big D #420 Dry Weight Determination SW-DRYWT V34064QC Analytical Batch: Analysis Method: Analysis Description: V 97644-DUPDuplicate Max RPD Parameter AnalyzedRPDDUP Result Result Units 20.0 06/07/23 13:460.517.517.6%Moisture V 97702-DUPDuplicate Max RPD Parameter AnalyzedRPDDUP Result Result Units 20.0 06/07/23 13:462.222.522.0%Moisture Page 34 of 34Date:06/14/2023 01:18 PM Page 79 of 81 Fed Ex UPS US Postal Client Lab Courier Other : Shipment Receipt Form Customer Number: Customer Name: Report Number:23-157-0005 Withers & Ravenel 01221 Shipping Method Shipping container/cooler uncompromised? Thermometer ID:IRT15 2.1C 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 ü Low concentration EnCore samplers (48 hr) High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)ü 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:06/06/2023 10:51:03 Special precautions or instructions included? Comments: Page 80 of 81 Page 81 of 81 WithersRavenel APPENDIX B FIELD NOTES & PHOTOGRAPHIC RECORD WithersRavenel PHOTO 1 View of Subject Property PHOTO 2 View of Soil Boring WR-1 WithersRavenel PHOTO 3 View of MW-1 looking south PHOTO 4 View of MW-2 looking southwest WithersRavenel PHOTO 5 View of MW-10 looking southeast PHOTO 6 View of WSW-6 WithersRavenel PHOTO 7 View of WSW-8 WithersRavenel APPENDIX C MONITORING WELL BORING LOGS & CONSTRUCTION RECORDS Job Name:Former Big D #420 Job #: Site Loc.: Driller: Notes: Unknown NC NAD83 Northing: Depth in Feet Soil Description (Field USCS Classification) Well Construction 0 Ground Surface TOC EL:99.69 20 10 1 15 16 18 19 14 17 WR Rep:T. Clough Ameriprobe GW EL:11.11 NC NAD83 Easting: WELL CONSTRUCTION LOG Well ID:WR-2/MW-10 23-0307-FC Unknown 9 2 3 4 5 0-5 ft 2" Dia. PVC Casing 5-15 ft 2" Dia. 0.010 Slot PVC Well Screen Date:June 2, 2023 Hayesville, Clay County, NC 115 MacKenan Drive Cary, North Carolina 27511 tel:919.469.3340 fax:919.467.6008 www.withersravenel.com 1.) Boring Terminated at 15' BLS 2.) BLS - Below Land Surface = Groundwater Level (Measured Beneath TOC) 3.) TOC - Top of Casing 24 25 26 32 21 22 23 28 27 0-2 ft Concrete Grout 2-3 ft Bentonite 3-15 ft #2 Sand Red/Orange Clayey Sand Red/Brown Sandy Clay Page 1 of 1 6 11 29 12 13 7 8 30 31 33 34 35 Page 1 of 1 WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only: Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016 1. Well Contractor Information: Well Contractor Name NC Well Contractor Certification Number Company Name 2. Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) 3. Well Use (check well use): Water Supply Well: □Agricultural □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation Non-Water Supply Well: □Monitoring □Recovery Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop) □Tracer □Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks) 4. Date Well(s) Completed: Well ID# 5a. Well Location: Facility/Owner Name Facility ID# (if applicable) Physical Address, City, and Zip County Parcel Identification No. (PIN) 5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient) N W 6. Is(are) the well(s): □Permanent or □Temporary 7. Is this a repair to an existing well: □Yes or □No If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form. 8. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells drilled: 9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′) 10. Static water level below top of casing: (ft.) If water level is above casing, use “+” 11. Borehole diameter: (in.) 12. Well construction method: (i.e. auger, rotary, cable, direct push, etc.) FOR WATER SUPPLY WELLS ONLY: 13a. Yield (gpm) Method of test: 13b. Disinfection type: Amount: 14. WATER ZONES FROM TO DESCRIPTION ft. ft. ft. ft. 15. OUTER CASING (for multi-cased wells) OR LINER (if applicable) FROM TO DIAMETER THICKNESS MATERIAL ft. ft. in. 16. INNER CASING OR TUBING (geothermal closed-loop) FROM TO DIAMETER THICKNESS MATERIAL ft. ft. in. ft. ft. in. 17. SCREEN FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL ft. ft. in. ft. ft. in. 18. GROUT FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT ft. ft. ft. ft. ft. ft. 19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD ft. ft. ft. ft. 20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.) ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. 21. REMARKS 22. Certification: Signature of Certified Well Contractor Date By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner. 23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well construction details. You may also attach additional pages if necessary. SUBMITTAL INSTRUCTIONS 24a. For All Wells: Submit this form within 30 days of completion of well construction to the following: Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 24b. For Injection Wells: In addition to sending the form to the address in 24a above, also submit one copy of this form within 30 days of completion of well construction to the following: Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636 24c. For Water Supply & Injection Wells: In addition to sending the form to the address(es) above, also submit one copy of this form within 30 days of completion of well construction to the county health department of the county where constructed. John Allen 4196 - B Ameriprobe #28021 6/1/23 MW-10 Former Big D #420 3532 HWY 64 E, Hayesville, NC 28904 Clay 35.0378429 83.7600687 15 10 8 Auger 6/29/23 10 15 0 5 2 SCH40 PVC 5 15 2 0.010 SCH40 PVC 0 2 3 2 3 15 Neat Cement Bentonite #2 Sand Poured Through Augers Poured Through Augers See Consultant's Logs 2' X 2' Concrete Flushmount Pad Print Form Poured Through Augers WithersRavenel APPENDIX D 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.