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HomeMy WebLinkAboutWS-8730_37979_CA_MRP_20230510 Arcadis G&M of North Carolina, Inc. Wade I 5420 Wade Park Boulevard Suite 350 Raleigh, NC 27607 Tel 919 854 1282 Fax 919 854 5448 Ms. Christina Schroeter NCDEQ – UST Section Winston-Salem Regional Office 450 West Hanes Mill Road, Suite #300 Winston-Salem, North Carolina 27105 Subject: Groundwater Monitoring & Sampling Report – 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Rd Winston-Salem, Forsyth County, North Carolina Groundwater Incident #13998/37979 Risk Ranking: Intermediate Dear Ms. Schroeter: On behalf of Transport Pool Corporation (TPC, formerly CNL APF Partners, LP), Arcadis G&M of North Carolina, Inc. (Arcadis) is submitting the attached Groundwater Monitoring & Sampling Report – 2H2022 dated May 10, 2023 for the above referenced site. Please contact me at (919) 328-5605 with any questions or concerns related to the Report or this incident number. Sincerely, Arcadis G&M of North Carolina, Inc. Hardik Patel Certified Project Manager Copies: File – Former Gant Oil Company #823 (Winston-Salem, North Carolina) GE – Mr. Bob Witsell ENVIRONMENT Date: May 10, 2023 Contact: Hardik Patel Phone: 919.328.5605 Email: Hardik.Patel@arcadis.com Our ref: ARC16052.4000 30006419.4000A Transport Pool Corporation (Formerly CNL APF Partners, LP) Groundwater Monitoring and Sampling Report – 2H2022 EXPREZIT! #823 4325 Old Rural Hall Rd Winston-Salem, Forsyth County, North Carolina NCDEQ Incident #13998/37979 May 2023 Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com ii CONTENTS 1.0 Site History and Characterization ........................................................................................................... 1 2.0 Free Product ........................................................................................................................................... 3 3.0 Groundwater Monitoring .......................................................................................................................... 4 3.1 Groundwater Gauging ....................................................................................................................... 4 3.2 Groundwater Sampling ..................................................................................................................... 4 3.3 Groundwater Analytical Results ........................................................................................................ 5 4.0 Site Remediation ..................................................................................................................................... 7 5.0 Conclusions and Recommendations ....................................................................................................... 8 TABLES Table 1. Monitoring Well Construction Details Table 2. Current Groundwater Elevation Data Table 3. Current Groundwater Analytical Data FIGURES Figure 1. Site Location Map Figure 2. Site Map Figure 3. Potentiometric Surface Map – December 29, 2022 Figure 4. Groundwater Analytical Data – December 2021 to December 29, 2022 Figure 5. Benzene Concentration Map – December 29, 2022 APPENDICES A- Historical Groundwater Elevation Data B- Laboratory Analytical Report and Chain-of-Custody Record – January 9, 2023 C- Historical Groundwater Analytical Data Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 1 EXECUTIVE SUMMARY On behalf of Transport Pool Corporation (Formerly CNL APF Partners, LP), Arcadis G&M of North Carolina, Inc. (Arcadis) personnel performed semi-annual groundwater monitoring and sampling activities during 2H2022 at Former Gant Oil Company #823 located at 4325 Old Rural Hall Road in Winston-Salem, Forsyth County, North Carolina (the Site). The objective of the groundwater monitoring and sampling program is to confirm stable or decreasing concentrations of dissolved-phase chemicals of concern (COCs), and to maintain compliance with the North Carolina Department of Environmental Quality (NCDEQ) Underground Storage Tank (UST) Program requirements for the Site. On December 29, 2022, sixteen (16) groundwater monitoring wells (MW-3, MW-6, MW- 7, MW-8, MW-9, MW-10, MW-11, MW-12, MW-13, MW-14, MW-15, MW-16, MW-17, MW-18, MW-19 and MW-20) and four (4) deep groundwater monitoring wells (DW-1, DW-2, DW-3, and VEW-4) were gauged to determine the depth to water (DTW) and depth to product (DTP), if present. MW-1, MW-2 and MW-4 could not be gauged because they had been destroyed for some time, and MW-5 could not be located. These wells will not be discussed in future reports. During this monitoring event, DTW ranged from 4.87 feet below top of casing (BTOC) in monitoring well MW-9 to 19.72 feet BTOC in monitoring well MW-20. Free product was not detected at the Site during this reporting period. The observed groundwater flow direction was towards the southwest, which is consistent with historical observed groundwater flow direction. During this monitoring event, a groundwater sample was collected from groundwater monitoring well (MW-15). The maximum concentrations of dissolved-phase COCs found during the December 29, 2022 sampling event are summarized in the table below: Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 2 Maximum Groundwater Concentrations (December 29, 2022) Chemical of Concern (COC) Monitoring Well ID Concentration (µg/L) North Carolina GCL Standards Benzene MW-15 4,760 5,000 Toluene MW-15 9,570 260,000 Ethylbenzene MW-15 1,380 84,500 Xylenes MW-15 7,360 85,500 MTBE MW-15 837 20,000 Naphthalene MW-15 354 6,000 Isopropylbenzene MW-15 NA 25,000 1,2,4- Trimethylbenzene MW-15 NA 28,500 1,3,5- Trimethylbenzene MW-15 NA 25,000 Diisopropyl Ether MW-15 208 70,000 PCE - BDL 700 TCE - BDL 3,000 EDB MW-15 BDL 50 1,2 Dichloroethane MW-15 142 400 Bromodichloromethane - BDL NSE Chloroform - BDL 70,000 n-butylbenzene - NA 6,900 Note: 1) PCE = Tetrachloroethene 2) TCE = Trichloroethene 3) MTBE = Methyl tert-butyl ether 4) EDB = Ethylene dibromide (1,2-dibromoethane) 5) NSE = No Standard Established 6) Concentrations that are Bold exceed the North Carolina Gross Contamination Levels for Groundwater (GCL) Standards 7) BDL = Below Detection Limit 8) NA = Not Analyzed Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 3 No dissolved-phase COCs were detected in concentrations exceeding the applicable North Carolina GCL Standards. Overall, dissolved-phase COC concentrations have decreased in comparison to historical groundwater analytical data. The next semi-annual groundwater monitoring and sampling event for the Site is scheduled for June 2023. All groundwater monitoring wells associated with the Site will be gauged to check for free product and to determine the potentiometric surface at the Site. Arcadis will sample groundwater monitoring well MW-15 for analysis of full list of VOC’s by Standard Method (SM) 6200B. A Semi-annual Groundwater Monitoring Report will be submitted to the NCDEQ for review and approval. Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 1 1.0 SITE HISTORY AND CHARACTERIZATION Gant Oil Company & Exprezit! Convenience Stores, LLC owned USTs which were formerly operated at the Gant Oil #823 facility located at 4325 Old Rural Hall Road in Winston Salem, North Carolina (the Site). This facility contains one permanent structure which was used as a convenience store but is now vacant. The site formerly contained (1) 7,500-gallon gasoline, (2) 3,000-gallon gasoline, (1) 4,000-gallon gasoline and (1) 2,000-gallon kerosene USTs which were used for commercial sales at this facility and removed by Gant Oil Company in October 1993. After the 1993 closure of these original USTs, Gant Oil Company installed (1) 12,000-gallon gasoline, (1) 8,000-gallon gasoline, (1) 4,000-gallon kerosene, and (1) 6,000-gallon gasoline USTs. The ownership of these USTs was transferred to Exprezit! Convenience Stores, LLC on 8/17/2001. A site location map is presented as Figure 1, and Figure 2 illustrates the layout of the site, first and second-generation UST locations, and the dispenser island locations. Exprezit! Convenience Stores, LLC employed Advanced Environmental Technologies, LLC (AET) to conduct Limited Site Assessment (LSA) and Comprehensive Site Assessment (CSA) activities in 2003 through 2004 for Incident #13998, including additional assessment activities submitted to the NCDEQ in the form of a CSA Addendum. The CSA Addendum submitted by AET identified the presence of what was believed to be two distinct source area plumes; one originating from the Gant #823 site, and the other originating to the south of the Gant site on what is the current location of a SunTrust Bank branch. AET did not identify the locations of any receptor wells within 1,000’ of the project location; however, a surface water body was identified (Leak Fork) within 500’ of the release source originating from the Gant #823 facility. The site and adjacent properties are used for commercial/residential purposes. Municipal water supply from the City of Winston Salem serves the site and is available to all properties within 1,500’. Two irrigation wells were formerly located within 250’ of the Gant source areas, side-gradient from the site. These wells were abandoned in May 2020. During UST closure operations for the second-generation USTs conducted on June 5-12, 2012, a new release was suspected at this site based on elevated PID readings observed in soil samples collected from the UST overburden and pit. This release was confirmed upon receipt of analytical results from soil samples collected during the 2012 tank closure activities. Groundwater was observed during UST excavation or during remedial activities at a depth of approximately 18’-19’ below grade. The NCDEQ assigned a new incident number for this release (#37979), and subsequently approved the over-excavation of 2,074 tons of soil to abate contaminated soils located on the Gant #823 facility. The UST owner was unresponsive in the closure of the USTs at this facility in 2012; consequently, the property owner elected to apply for Trust Fund eligibility and was subsequently granted access to reimbursement funding for the releases at this facility. As a voluntary effort to move the site towards No Further Action status, the NCDEQ approved an Electronic Preapproval Task Authorization (ePATA) for Transport Pool Corporation to proceed with completion of CSA activities. The goal of the CSA was to Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 2 delineate soil and groundwater contamination originating from the Gant #823 facility, and to ascertain whether separate down-gradient release sources are co-mingled with the Gant #823 plume. A CSA Report prepared by Enercon Services, Inc. was submitted to the NCDEQ on December 14, 2016. During the initial sampling events in 2003, GCL exceedances were noted for benzene in on-site wells MW-1, MW-2 and MW-3. At that time, Total BTEX was noted at a maximum level of 122,760 ug/l in MW-11, with benzene detected at a level of 4,590 ug/l, below its North Carolina Gross Contamination Levels (GCLs). During the February 2012 sampling event, GCL exceedances were observed in MW-11 for 6 gasoline related compounds, with a Total BTEX level of 546,700 ug/l observed in this well. During the October 2016 sampling of MW-11, the analytical laboratory noted a colorless floating layer of free product in the MW-11 sample containers, and the total BTEX concentration was noted at 3,869,000 ug/l. During the May 2017 sampling event, MW-11 was carefully gauged and found to contain 0.02’ of colorless floating free product and was not sampled for 6200B analyses. During the sampling event on October 26, 2017, the free product thickness increased to a level of 0.27’ in MW-11. Source area vertical extent well DW-1, screened from 48’ to 53’ below grade in the weathered rock aquifer, has shown a continual increase in COC concentrations, with GCL exceedances noted in this well for three compounds during the May 2017 sampling event (benzene, EDB, and 1,2-Dichloroethane). It should be noted that none of these compounds have been detected above GCLs through the history of sampling of MW-11. Further, neither EDB or 1, 2-Dichloroethane have ever appeared in MW-11, which supports the belief that the free product and dissolved COCs in MW-11 represent a separate off-site source area. Based on evaluation of historical data and the presence of floating free product in MW- 11, the NCDEQ has determined that this free product represents a separate off-site source area for gasoline contamination. The site is situated in the Milton Belt. According to the Geological Map of North Carolina, local geology of the region is underlain with Biotite Gneiss & Schist. Weathered bedrock was encountered in some borings at depths as shallow as 12 feet below surface. The soils at the project site consist of silts, sands, and clays of varying proportions. Surface waters in the vicinity of the release area generally drain towards the west/northwest through storm sewer catch basins which empty into an unnamed intermittent stream which feeds the Leak Fork drainage system. The Leak Fork drainage system lies within the Yadkin-PeeDee River Basin. Groundwater flow at the Site is generally to the south/southwest. The Site was previously classified as High Risk based on the presence of two irrigation wells within 250’ of the site. On May 14, 2020, Arcadis personnel oversaw the abandonment of the two irrigation wells located at 4312 and 4316 Old Rural Hall Road, Winston-Salem, NC. A reduction in risk classification from “High” to “Intermediate” was approved on May 18, 2020. The new Risk Rank Abatement Score is now I134D. Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 3 Comparison of dissolved-phase COCs was subsequently changed from the North Carolina 2L Standard to the North Carolina Gross Contaminant Levels (GCLs). 2.0 FREE PRODUCT Groundwater gauging activities performed on December 29, 2022 did not indicate the presence of free product at the Site or off-site. Free product has not been observed historically in any on-site monitoring well. Free product has been historically observed periodically at the following off-site location: • Groundwater monitoring well MW-11 from October 2016 to May 2018 at a maximum apparent thickness of 0.27 feet on October 26, 2017. The floating free product observed previously in MW-11 has been determined to be from an off-site source by the NCDEQ Winston-Salem Regional Office. Current and historical free product gauging information is presented in Appendix A. Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 4 3.0 GROUNDWATER MONITORING 3.1 Groundwater Gauging On December 29, 2022, Arcadis personnel completed the 2nd Half 2022 groundwater monitoring and sampling event at the Site. Sixteen (16) groundwater monitoring wells (MW-3, MW-6, MW-7, MW-8, MW-9, MW-10, MW-11, MW-12, MW-13, MW-14, MW-15, MW-16, MW-17, MW-18, MW-19 and MW-20) and four (4) deep groundwater monitoring wells (DW-1, DW-2, DW-3 and VEW-4) were gauged to determine the depth to water (DTW) and depth to product (DTP), if present. MW-1, MW-2 and MW-4 could not be gauged because they had been destroyed for some time, and MW-5 could not be located. Gauging was conducted with an oil/water interface probe (IP) prior to purging and sampling to determine depth to bottom (DTB), DTW, and DTP, if present. The IP and attached tape, marked in 0.01-foot increments, were properly decontaminated before each use with Alconox® soap and rinsed with distilled water. The DTW was measured from the marked survey point on the top of well casing (TOC). All measurements were recorded to the nearest 0.01-foot increment. During this monitoring event, DTW ranged from 4.87 feet below top of casing (BTOC) in monitoring well MW-9 to 19.72 feet BTOC in monitoring well MW-20. Free product was not detected at the Site during this reporting period. The observed groundwater flow direction was towards the south-southeast, which is consistent with historical observed groundwater flow direction. Monitoring well construction details are included in Table 1. Current groundwater elevations are summarized in Table 2. Historical groundwater gauging data is provided in Appendix A. A potentiometric surface map depicting historical groundwater flow direction for December 29, 2022 is provided as Figure 3. 3.2 Groundwater Sampling On December 29, 2022, groundwater monitoring well (MW-15) was purged of stagnant water to prepare for groundwater sampling. Prior to purging, the amount of water to be removed was calculated using the following formula: 3.1415 x r2 x (TD-DTW) x 7.481 = gallons of water (1 well volume) 3.1415 x 0.1672 x (29.50 – 14.84) x 7.481 = 9.61 gallons of water at MW-15 Where: r = radius of well (in feet) TD = total depth of well (in feet) DTW = depth to water (in feet) To ensure that the water in the wells is representative of the water in the aquifer, a minimum of three well volumes were removed. Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 5 The groundwater sample obtained from the groundwater monitoring well was collected from a disposable polyethylene bailer using new nylon rope. The sample were placed in a laboratory supplied container and shipped on wet ice to Pace Analytical Services LLC. in Huntersville, North Carolina, for analysis of full list of VOC’s by Standard Method (SM) 6200B. Groundwater samples submitted for VOC’s analysis were collected in triplicate 40-milliliter volatile organic analysis (VOA) glass vials with Teflon-lined septa screw caps preserved with hydrochloric acid. The laboratory analytical report and chain-of-custody record for the December 29, 2022 groundwater sampling event is included as Appendix B. 3.3 Groundwater Analytical Results Groundwater analytical data from the December 29, 2022 groundwater sampling event indicated the following: • Dissolved-phase concentration of benzene was detected at a concentration not exceeding the North Carolina GCL Standard of 5,000 µg/L in monitoring wellMW- 15 (4,760 µg/L). The maximum concentrations of dissolved-phase COCs found during the December 29, 2022 sampling event are summarized in the table below: Maximum Groundwater Concentrations (December 29, 2022) Chemical of Concern (COC) Monitoring Well ID Concentration (µg/L) North Carolina GCL Standards Benzene MW-15 4,760 5,000 Toluene MW-15 9,570 260,000 Ethylbenzene MW-15 1,380 84,500 Xylenes MW-15 7,360 85,500 MTBE MW-15 837 20,000 Naphthalene MW-15 354 6,000 Isopropylbenzene MW-15 NA 25,000 1,2,4- Trimethylbenzene MW-15 NA 28,500 1,3,5- Trimethylbenzene MW-15 NA 25,000 Diisopropyl Ether MW-15 208 70,000 PCE - BDL 700 Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 6 TCE - BDL 3,000 EDB MW-15 BDL 50 1,2 Dichloroethane MW-15 142 400 Bromodichloromethane - BDL NSE Chloroform - BDL 70,000 n-butylbenzene - NA 6,900 Note: 1) PCE = Tetrachloroethene 2) TCE = Trichloroethene 3) MTBE = Methyl tert-butyl ether 4) EDB = Ethylene dibromide (1,2-dibromoethane) 5) NSE = No Standard Established 6) Concentrations that are Bold exceed the North Carolina Gross Contamination Levels for Groundwater (GCL) Standards 7) BDL = Below Detection Limit No dissolved-phase COCs were detected at concentrations exceeding the applicable North Carolina GCL Standards. Overall, dissolved phase COC concentrations have decreased in comparison to historical groundwater analytical data. Current analytical groundwater data can be found in Table 3. Figure 4 shows the current groundwater analytical map. Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 7 4.0 SITE REMEDIATION Remediation activities to date are summarized in chronological order in the table below: Date Activity 2003 – 2004 LSA and CSA activities were conducted for Incident #13998. Additional assessment activities were conducted and submitted to NCDEQ in the form of a CSA Addendum. Identified presence of two distinct source area plumes; one originating from the Gant #823 site, and a second originating to the south of the Gant site on what is the current location of a SunTrust Bank branch. June 5-12, 2012 During UST closure operations, a new release was suspected at this site based on elevated PID readings observed in soil samples collected from the UST overburden and pit. Incident #37979 was issued for this release. 2,074 tons of soils were excavated to abate contaminated soils. December 14, 2016 A CSA report was submitted to NCDEQ. This helped delineate soil and groundwater contamination originating from the Gant #823 facility. December 2016 – Present Groundwater Monitored Natural Attenuation has been implemented via semi-annual sampling. May 11, 2020 Arcadis personnel oversaw the completion of one (1) eight-hour Aggressive Fluid Vapor Recovery (AFVR) event utilizing groundwater monitoring wells MW-14 and MW-15. A total of 2,361-gallons of petroleum impacted groundwater was recovered and properly disposed of at the HAZ~MAT Environmental Services L.L.C. (HAZ~MAT) facility in Charlotte, North Carolina. Approximately 1.0 pound of total petroleum hydrocarbon (TPH) mass was recovered during the May 11, 2020 AFVR event. September 18, 2020 Arcadis personnel oversaw the completion of one (1) eight-hour AFVR event utilizing deep groundwater monitoring well DW-1. A total of 623-gallons of petroleum impacted groundwater was recovered and properly disposed of at the HAZ~MAT Environmental Services L.L.C. (HAZ~MAT) facility in Charlotte, North Carolina. Approximately 0.2 pound of total petroleum Groundwater Monitoring and Sampling Report – 2H2022 arcadis.com 8 hydrocarbon (TPH) mass was recovered during the September 18, 2020 AFVR event. 5.0 CONCLUSIONS AND RECOMMENDATIONS Free product was not observed at the Site during the December 29, 2022 groundwater monitoring and sampling event. No dissolved-phase COCs were detected at concentrations exceeding the applicable North Carolina GCL Standards. Overall, dissolved-phase COC concentrations have remained stable or decreased in comparison to historical groundwater analytical data. The next semi-annual groundwater monitoring and sampling event for the Site is scheduled for June 2023. All groundwater monitoring wells associated with the Site will be gauged to check for free product and to determine the potentiometric surface at the Site. Arcadis will sample groundwater monitoring well MW-15 for analysis of full list of VOC’s by Standard Method (SM) 6200B. A Semi-annual Groundwater Monitoring Report will be submitted to the NCDEQ for review and approval. TABLES Table 1 Monitoring Well Construction Details Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road Winston Salem, North Carolina Well ID TOC Elevation (feet) Top of Screen Elevation (feet btoc) Bottom of Screen Elevation (feet btoc) Screen Interval Aquifer Depth to Groundwater (feet btoc) Groundwater Elevation (feet) MW-1 1,005.00 990.00 975.00 15-30 Shallow Destroyed No Data MW-2 1,005.41 990.41 975.41 15-30 Shallow Destroyed No Data MW-3 1,003.83 988.83 973.83 15-30 Shallow 8.48 995.35 MW-4 1,006.90 991.90 976.90 15-30 Shallow Paved Over No Data MW-5 1,011.32 996.32 981.32 15-30 Shallow Unable to Locate No Data MW-6 1,008.33 993.33 978.33 15-30 Shallow 15.15 993.18 MW-7 1,008.86 993.86 978.86 15-30 Shallow 15.27 993.59 MW-8 1,002.37 987.37 972.37 15-30 Shallow 6.45 995.92 MW-9 1,001.95 991.95 976.95 10-25 Shallow 4.87 997.08 MW-10 1,004.86 994.86 979.86 10-25 Shallow 8.76 996.10 MW-11 1,010.12 990.12 980.12 20-30 Shallow 15.40 994.72 MW-12 1,011.51 991.51 981.51 20-30 Shallow 18.83 992.68 MW-13 1,004.81 990.81 970.81 14-34 Shallow 9.85 994.96 MW-14 1,005.90 990.90 970.90 15-35 Shallow 10.28 995.62 MW-15 1,005.46 994.46 974.46 11-31 Shallow 16.00 989.46 MW-16 1,009.78 994.78 974.78 15-35 Shallow 14.65 995.13 MW-17 1,009.33 994.33 974.33 15-35 Shallow 14.44 994.89 MW-18 1,011.46 996.46 976.46 15-35 Shallow 17.77 993.69 MW-19 1,011.36 996.36 976.36 15-35 Shallow 18.16 993.20 MW-20 1,011.40 996.40 976.40 15-35 Shallow 19.72 991.68 DW-1 1,005.91 957.91 952.91 48-53 Intermediate 10.35 995.56 DW-2 1,008.65 960.65 953.65 48-55 Intermediate 12.20 996.45 DW-3 1,006.04 936.04 931.04 70-75 Intermediate 10.17 995.87 VEW-4 1,005.93 885.93 845.93 120-160 Lower 12.64 993.29 Notes: All measurements taken in feet and based on benchmark surveyed by AET, Inc. Groundwater levels measured on12/29/2022 btoc = below top of casing TOC = top of casing N/A = not available NM = not measured Page 1 of 1 Table 2 Current Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road Winston Salem, North Carolina 27105 Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) Groundwater Elevation (feet) MW-1 12/29/2022 1,005.00 NP Destroyed No Data MW-2 12/29/2022 1,005.41 NP Destroyed No Data MW-3 12/29/2022 1,003.83 NP 8.48 995.35 MW-4 12/29/2022 1,006.90 NP Paved Over No Data MW-5 12/29/2022 1,011.32 NP Unable to Locate No Data MW-6 12/29/2022 1,008.33 NP 15.15 993.18 MW-7 12/29/2022 1,008.86 NP 15.27 993.59 MW-8 12/29/2022 1,002.37 NP 6.45 995.92 MW-9 12/29/2022 1,001.95 NP 4.87 No Data MW-10 12/29/2022 1,004.86 NP 8.76 996.10 MW-11 12/29/2022 1,010.12 NP 15.40 994.72 MW-12 12/29/2022 1,011.51 NP 18.83 992.68 MW-13 12/29/2022 1,004.81 NP 9.85 994.96 MW-14 12/29/2022 1,005.90 NP 10.28 995.62 MW-15 12/29/2022 1,005.46 NP 16.00 989.46 MW-16 12/29/2022 1,009.78 NP 14.65 995.13 MW-17 12/29/2022 1,009.33 NP 14.44 994.89 MW-18 12/29/2022 1,011.46 NP 17.77 993.69 MW-19 12/29/2022 1,011.36 NP 18.16 993.20 MW-20 12/29/2022 1,011.40 NP 19.72 991.68 DW-1 12/29/2022 1,005.91 NP 10.35 995.56 DW-2 12/29/2022 1,008.65 NP 12.20 996.45 DW-3 12/29/2022 1,006.04 NP 10.17 995.87 VEW-4 12/29/2022 1,005.93 NP 12.64 993.29 Notes: All measurements taken in feet and based on benchmark surveyed by AET, Inc. TOC = top of casing LNAPL = light non-aqueous phase liquid btoc = below top of casing -- = not available NM = not measured NP = no product Page 1 of 1 Table 3 - Current Groundwater Analytical Data Former Gant Oil Company #823 4325 Old Rural Hall Road Winston-Salem, North Carolina Well ID Date Sampled Benzene (ug/l) Toluene (ug/l) Ethylbenzene (ug/l) Xylenes (ug/l) PCE (ug/l) TCE (ug/l) Naphthalene (ug/l) EDB (ug/l) 1,2 Dichloroethane (ug/l) MTBE (ug/l) 1,2,4- Trimethylbenzene (ug/l) 1,3,5- Trimethylbenzene (ug/l) 1,2- Dichloropropane Bromodichloromethane Chloroform cis-1,2- Dichloroethene Diisopropyl Ether (DIPE)Isopropylbenzene Methylene Chloride n- butylbenzene n- propylbenzene sec- butylbenzene Styrene tert- butylbenzene NC GCL Standard 5,000 260,000 84,500 85,500 700 3,000 6,000 50 400 20,000 28,500 25,000 600 NSE 70,000 70,000 70,000 25,000 5,000 6,900 30,000 8,500 70,000 15,000 MW-3 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-7 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-8 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-9 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-10 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-13 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-14 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-15 12/29/2022 4,760 9,570 1,380 7,360 BDL BDL 354 BDL 142 837 NA NA BDL BDL BDL BDL 208 NA BDL NA NA NA BDL NA MW-16 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-18 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-19 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS MW-20 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS DW-1 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS DW-3 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS VEW-4 12/29/2022 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS Notes: All results reported in micrograms per liter (ug/L) GCL Standard = NC Gross Contamination Levels for groundwater. BDL = Below Detection Limits EDB = 1,2-Dibromoethane MTBE = Methyl-tert-butyl-ether PCE = Tetrachloroethylene TCE = Trichloroethylene NS = Not Sampled N/A = Not Applicable NSE = No Standard Established Bold and shaded values exceed the GCL Standards NA = Not Analyzed FIGURES NORTH CAROLINA SOURCE: USGS 7.5 MINUTE QUADRANGLE, WALKERTOWN, NC 2016 SITE LOCATION Approximate Scale: 1 in. = 2,000 ft. 0 2,000'4,000' SITE LOCATION MAP 1 FIGURE GROUNDWATER M&S REPORT - 2H2022 FORMER GANT OIL COMPANY #823 4325 OLD RURAL HALL RD, WINSTON SALEM, NORTH CAROLINA 27105AREA LOCATION IMAGES: NC_Walkertown_20160628_TMorth_geo.tifXREFS:PROJECTNAME: ----C:\Users\ymb2640\ACCDocs\Arcadis\AUS-GE-OLD RURAL HALL-WINSTON SALEM North Carolina\Project Files\2022\01-In Progress\01-DWG\GEN-F01-SITE LOCATION-1.dwg LAYOUT: 1 SAVED: 7/2/2022 2:02 PM ACADVER: 24.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: PLTFULL.CTBPLOTTED: 7/7/2022 2:25 PM BY: Y M, BABU SUNTRUSTBANK EOPEOPEOP EOPEOPEOP OLD RU R A L H A L L R D ( 6 0' R O W ) OLD R U R A L H A L L R D FORMER USTs STOREBLDG 4314 OLD WALKERTOWNROAD BLDGOLD WALKER TOWN RD ( 60 ' ROW )CONLEY ST.RANCE TILLOTSON 4309 OLD WALKERTOWN RD FORSTYH PIN #6837-85-6247.00 LEON POLLACK 4314 OLD WALKERTOWN RD FORSTYH PIN #6837-85-7552.00 CANOPY #1 CANOPY #2 EOP FORMER PUMPS AND PIPING VEW-4DW-2 DW-1DW-3 MW-10MW-13 MW-9 MW-16 MW-20 MW-19 MW-18 MW-7 MW-6 MW-11 MW-12 MW-17 MW-15 MW-3 MW-8 MW-14 MW-4 MW-5 FIGURE 2IMAGES:XREFS:X-TITLEX-BASEMAPPROJECTNAME: ----CITY:(Reqd) DIV/GROUP:(Reqd) DB:(Reqd) LD:(Opt) PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*C:\Users\ymb2640\ACCDocs\Arcadis\AUS-GE-OLD RURAL HALL-WINSTON SALEM North Carolina\Project Files\2022\01-In Progress\01-DWG\GEN-F02-SITE MAP-1.dwg LAYOUT: 2 SAVED: 9/8/2022 4:21 PM ACADVER: 24.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ---- PLOTTED: 9/9/202211:22 AM BY: Y M, BABUSITE PLAN 0 80'40' APPROXIMATE SCALE 1 in. = 40 ft. GROUNDWATER M&S REPORT - 2H2022 FORMER GANT OIL COMPANY #823 4325 OLD RURAL HALL RD, WINSTON SALEM, NORTH CAROLINA 27105 LEGEND: PROPERTY LINE PRODUCT LINE GROUNDWATER MONITOR WELL LOCATION MONITORING WELL DESTROYED/PAVED OVER DEEP MONITORING WELL LOCATION VAPOR EXTRACTION WELL LOCATION MW-18 MW-4 VEW-4 DW-3 SUNTRUSTBANK EOPEOPEOP EOPEOPEOP OLD RU R A L H A L L R D ( 6 0' R O W ) OLD R U R A L H A L L R D FORMER USTs STOREBLDG 4314 OLD WALKERTOWNROAD BLDGOLD WALKER TOWN RD ( 60 ' ROW )CONLEY ST.RANCE TILLOTSON 4309 OLD WALKERTOWN RD FORSTYH PIN #6837-85-6247.00 LEON POLLACK 4314 OLD WALKERTOWN RD FORSTYH PIN #6837-85-7552.00 CANOPY #1 CANOPY #2 EOP FORMER PUMPS AND PIPING MW-4 MW-10 (996.10)MW-13 (994.96)* MW-9 (NG) MW-20 (991.68)* MW-19 (993.20) MW-18 (993.69) MW-7 (993.59) MW-6 (993.18)* DW-2 (996.45)* MW-11 (994.72) MW-12 (992.68) MW-17 (994.89) MW-15 (989.46)* MW-3(995.35) MW-8 (995.92) DW-1 (995.56)DW-3 (995.87)MW-14 (995.62) VEW-4 (993.29)* MW-5 (NG) MW-16 (995.13)993.00994.00995.00996.00993. 0 0 994.00995.00996.00FIGURE 3IMAGES:XREFS:X-TITLEX-BASEMAPPROJECTNAME: ----CITY:(Reqd) DIV/GROUP:(Reqd) DB:(Reqd) LD:(Opt) PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*C:\Users\ymb2640\ACCDocs\Arcadis\AUS-GE-OLD RURAL HALL-WINSTON SALEM North Carolina\Project Files\2023\01-In Progress\01-DWG\GWM-2022H2-F03-CONTOURS.dwg LAYOUT: 3 SAVED: 2/13/2023 10:44 AM ACADVER: 24.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ---- PLOTTED:2/13/2023 11:18 AM BY: Y M, BABUPOTENTIOMETRIC SURFACE MAP DECEMBER 29, 2022 0 80'40' APPROXIMATE SCALE 1 in. = 40 ft. GROUNDWATER M&S REPORT - 2H2022 FORMER GANT OIL COMPANY #823 4325 OLD RURAL HALL RD, WINSTON SALEM, NORTH CAROLINA 27105 LEGEND: PROPERTY LINE PRODUCT LINE GROUNDWATER MONITOR WELL LOCATION MONITORING WELL DESTROYED/PAVED OVER GROUNDWATER ELEVATION IN FEET GROUNDWATER ELEVATION CONTOUR(DASHED WHERE INFERRED) GROUNDWATER FLOW DIRECTION FEET ABOVE MEAN SEA LEVEL NOT GAUGED WELL NOT USED IN CONTOURING MW-18 MW-4 (996.10) (FT AMSL) 996.00 (NG) * SUNTRUSTBANK EOPEOPEOP EOPEOPEOP OLD RU R A L H A L L R D ( 6 0' R O W ) OLD R U R A L H A L L R D FORMER USTs STOREBLDG 4314 OLD WALKERTOWNROAD BLDGOLD WALKER TOWN RD ( 60 ' ROW )CONLEY ST.RANCE TILLOTSON 4309 OLD WALKERTOWN RD FORSTYH PIN #6837-85-6247.00 LEON POLLACK 4314 OLD WALKERTOWN RD FORSTYH PIN #6837-85-7552.00 CANOPY #1 CANOPY #2 EOP FORMER PUMPS AND PIPING MW-10 MW-13 MW-9 MW-16 MW-20 MW-19 MW-18 MW-7 MW-6 MW-11 MW-12 MW-17 MW-15 MW-3 MW-8 MW-14 MW-4 VEW-4DW-2 DW-1 DW-3(NS) MW-5 (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) (NS) NOTES: 1. ALL DATA REPORTED IN MICROGRAMS PER LITER (mg/L). 2.BOLD = CONCENTRATION DETECTED ABOVE NC GCL STANDARD. 3. ALL LOCATIONS ARE APPROXIMATE. 4. (NS) = NOT SAMPLED 5. NC GCL STANDARDS = NORTH CAROLINA GROSS CONTAMINANT LEVELS FOR GROUNDWATER 6. BDL = BELOW DETECTION LIMIT 7. ANALYTICAL RESULTS ONLY SHOWN FOR WELLS THAT EXCEED GCL STANDARD. FIGURE 4IMAGES:XREFS:X-TITLEX-BASEMAPPROJECTNAME: ----CITY:(Reqd) DIV/GROUP:(Reqd) DB:(Reqd) LD:(Opt) PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*C:\Users\ymb2640\ACCDocs\Arcadis\AUS-GE-OLD RURAL HALL-WINSTON SALEM North Carolina\Project Files\2023\01-In Progress\01-DWG\GWM-2022H2-F04-ANALYTES.dwg LAYOUT: 4 SAVED: 2/13/2023 11:18 AM ACADVER: 24.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ---- PLOTTED:2/13/2023 11:19 AM BY: Y M, BABUGROUNDWATER ANALYTICAL MAP DECEMBER 2021 TO DECEMBER 2022 0 80'40' APPROXIMATE SCALE 1 in. = 40 ft. GROUNDWATER M&S REPORT - 2H2022 FORMER GANT OIL COMPANY #823 4325 OLD RURAL HALL RD, WINSTON SALEM, NORTH CAROLINA 27105 LEGEND: PROPERTY LINE PRODUCT LINE GROUNDWATER MONITOR WELL LOCATION MONITORING WELL DESTROYED/PAVED OVER DEEP MONITORING WELL LOCATION VAPOR EXTRACTION WELL LOCATION MW-18 MW-4 VEW-4 DW-3 Sample ID COC Benzene 5,000 1,2-Dibromoethane (EDB) 50 NC GCL Groundwater Standard (µg/l) MW-15 Date 12/20/2021 6/7/2022 12/29/2022 Benzene 6,460 8,330 4,760 EDB BDL 94.1 BDL SUNTRUSTBANK EOPEOPEOP EOPEOPEOP OLD RU R A L H A L L R D ( 6 0' R O W ) OLD R U R A L H A L L R D FORMER USTs STOREBLDG 4314 OLD WALKERTOWNROAD BLDGOLD WALKER TOWN RD ( 60 ' ROW )CONLEY ST.RANCE TILLOTSON 4309 OLD WALKERTOWN RD FORSTYH PIN #6837-85-6247.00 LEON POLLACK 4314 OLD WALKERTOWN RD FORSTYH PIN #6837-85-7552.00 CANOPY #1 CANOPY #2 EOP FORMER PUMPS AND PIPING MW-4 VEW-4 (NS) DW-2 (NS) DW-1 (NS)DW-3 (NS) MW-10 (NS) MW-13 (NS) MW-9(NS) MW-16 (NS) MW-20 (NS) MW-19 (NS) MW-18 (NS) MW-7 (NS) MW-6 (NS) MW-11 (NS) MW-12(NS) MW-17(NS) MW-15 (4,760) MW-3 (NS) MW-8 (NS) MW-14 (NS) MW-5 (NS) FIGURE 5IMAGES:XREFS:X-TITLEX-BASEMAPPROJECTNAME: ----CITY:(Reqd) DIV/GROUP:(Reqd) DB:(Reqd) LD:(Opt) PIC:(Opt) PM:(Reqd) TM:(Opt) LYR:(Opt)ON=*;OFF=*REF*C:\Users\ymb2640\ACCDocs\Arcadis\AUS-GE-OLD RURAL HALL-WINSTON SALEM North Carolina\Project Files\2023\01-In Progress\01-DWG\GWM-2022H2-F05-BENZENE.dwg LAYOUT: 5 SAVED: 2/13/2023 11:21 AM ACADVER: 24.1S (LMS TECH) PAGESETUP: ---- PLOTSTYLETABLE: ---- PLOTTED:2/13/2023 11:21 AM BY: Y M, BABUBENZENE CONCENTRATION MAP DECEMBER 29, 2022 0 80'40' APPROXIMATE SCALE 1 in. = 40 ft. GROUNDWATER M&S REPORT - 2H2022 FORMER GANT OIL COMPANY #823 4325 OLD RURAL HALL RD, WINSTON SALEM, NORTH CAROLINA 27105 LEGEND: PROPERTY LINE PRODUCT LINE GROUNDWATER MONITOR WELL LOCATION MONITORING WELL DESTROYED/PAVED OVER DEEP MONITORING WELL LOCATION VAPOR EXTRACTION WELL LOCATION BENZENE CONCENTRATION IN MICROGRAMS PER LITER (mg/L) NOT SAMPLED MW-18 MW-4 (4,760) (NS) VEW-4 DW-3 APPENDIX A Historical Groundwater Elevation Data Appendix A - Historical Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Groundwater Elevation (feet) 4/30-5/1/2003 1,005.00 NP 19.75 NP 985.25 5/4/2003 1,005.00 NP 19.75 NP 985.25 9/24/2003 1,005.00 NP 18.05 NP 986.95 2/27/2004 1,005.00 NP 18.03 NP 986.97 2/8/2012 1,005.00 NP 17.59 NP 987.41 10/13/2016 1,005.00 5/17/2017 1,005.00 10/25/2017 1,005.00 5/31/2018 1,005.00 5/26/2020 1,005.00 12/10/2020 1,005.00 7/16/2021 1,005.00 12/20/2021 1,005.00 4/30-5/1/2003 1,005.22 NP 20.50 NP 984.72 5/4/2003 1,005.22 NP 20.50 NP 984.72 9/24/2003 1,005.22 NP 18.38 NP 986.84 2/27/2004 1,005.22 NP 18.41 NP 986.81 2/8/2012 1,005.22 NP 18.23 NP 986.99 10/13/2016 1,005.41 5/17/2017 1,005.41 10/25/2017 1,005.41 5/31/2018 1,005.41 5/26/2020 1,005.41 12/10/2020 1,005.41 7/16/2021 1,005.41 12/20/2021 1,005.41 4/30-5/1/2003 1,003.72 NP 18.78 NP 984.94 5/4/2003 1,003.72 NP 18.78 NP 984.94 9/24/2003 1,003.72 NP 16.78 NP 986.94 2/27/2004 1,003.72 NP 17.03 NP 986.69 2/8/2012 1,003.72 NP 16.99 NP 986.73 10/13/2016 1,003.83 NP 15.57 NP 988.26 5/17/2017 1,003.83 NP 15.68 NP 988.15 10/25/2017 1,003.83 NP 16.45 NP 987.38 5/31/2018 1,003.83 NP 16.31 NP 987.52 6/15/2019 1,003.83 NP NM NP NM 12/4/2019 1,003.83 NP 13.35 NP 990.48 5/26/2020 1,003.83 NP 11.75 NP 992.08 12/10/2020 1,003.83 NP 11.20 NP 992.63 7/16/2021 1,003.83 NP 11.44 NP 992.39 12/20/2021 1,003.83 NP 13.10 NP 990.73 6/7/2022 1,003.83 NP 13.22 NP 990.61 12/29/2022 1,003.83 NP 8.48 NP 995.35 9/24/2003 1,007.41 NP 20.00 NP 987.41 2/27/2004 1,007.41 NP 19.95 NP 987.46 2/8/2012 1,007.41 NP 19.70 NP 987.71 10/13/2016 1,006.90 5/17/2017 1,006.90 10/25/2017 1,006.90 5/31/2018 1,006.90 5/26/2020 1,006.90 12/10/2020 1,006.90 7/16/2021 1,006.90 12/20/2021 1,006.90 Paved Over Paved Over Destroyed Destroyed Destroyed Destroyed Paved Over Paved Over Destroyed Destroyed Paved Over Paved Over Paved Over Destroyed Destroyed MW-1 MW-2 MW-3 MW-4 Destroyed Destroyed Destroyed Destroyed Destroyed Destroyed Destroyed Paved Over Destroyed Page 1 of 6 Appendix A - Historical Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Groundwater Elevation (feet) 9/24/2003 1,011.86 NP 24.45 NP 987.41 2/27/2004 1,011.86 NP 24.54 NP 987.32 2/8/2012 1,011.86 NP 24.62 NP 987.24 10/13/2016 1,011.32 NP 20.87 NP 990.45 5/17/2017 1,011.32 NP 23.29 NP 988.03 10/25/2017 1,011.32 NP 23.67 NP 987.65 5/31/2018 1,011.32 NP 23.78 NP 987.54 6/15/2019 1,011.32 NP 20.60 NP 990.72 12/6/2019 1,011.32 5/26/2020 1,011.32 12/10/2020 1,011.32 7/16/2021 1,011.32 12/20/2021 1,011.32 6/7/2022 1,011.32 NP 20.57 NP 990.75 12/29/2022 1,011.32 9/24/2003 1,008.75 NP 21.55 NP 987.20 2/27/2004 1,008.75 NP 21.77 NP 986.98 2/8/2012 1,008.75 NP 21.88 NP 986.87 10/13/2016 1,008.33 NP 19.96 NP 988.37 5/17/2017 1,008.33 NP 20.58 NP 987.75 10/25/2017 1,008.33 NP 21.11 NP 987.22 5/31/2018 1,008.33 NP 21.12 NP 987.21 6/15/2019 1,008.33 NP 19.20 NP 989.13 12/4/2019 1,008.33 NP 15.40 NP 992.93 5/26/2020 1,008.33 NP 16.70 NP 991.63 12/10/2020 1,008.33 NP 17.25 NP 991.08 7/16/2021 1,008.33 NP 16.35 NP 991.98 12/20/2021 1,008.33 NP 18.25 NP 990.08 6/7/2022 1,008.33 NP 18.07 NP 990.26 12/29/2022 1,008.33 NP 15.15 NP 993.18 9/24/2003 1,009.34 NP 22.08 NP 987.26 2/27/2004 1,009.34 NP 22.42 NP 986.92 2/8/2012 1,009.34 NP 22.58 NP 986.76 5/17/2017 1,008.86 NP 21.25 NP 987.61 10/25/2017 1,008.86 NP 21.95 NP 986.91 10/13/2016 1,008.86 NP 21.20 NP 987.66 5/31/2018 1,008.86 NP 21.85 NP 987.01 6/15/2019 1,008.86 NP 18.10 NP 990.76 12/6/2019 1,008.86 NP 19.20 NP 989.66 5/26/2020 1,008.86 NP 17.52 NP 991.34 12/10/2020 1,008.86 NP 16.86 NP 992.00 7/16/2021 1,008.86 NP 17.10 NP 991.76 12/20/2021 1,008.86 NP 19.10 NP 989.76 6/7/2022 1,008.86 NP 18.87 NP 989.99 12/29/2022 1,008.86 NP 15.27 NP 993.59 9/24/2003 1,002.86 NP 14.47 NP 988.39 2/27/2004 1,002.86 NP 15.06 NP 987.80 5/17/2017 1,002.37 NP 13.42 NP 988.95 10/25/2017 1,002.37 NP 14.91 NP 987.46 10/13/2016 1,002.37 NP 13.70 NP 988.67 5/31/2018 1,002.37 NP 14.00 NP 988.37 6/15/2019 1,002.37 NP NM NP NM 12/4/2019 1,002.37 NP 11.10 NP 991.27 5/26/2020 1,002.37 NP 10.11 NP 992.26 12/10/2020 1,002.37 NP 6.50 NP 995.87 7/16/2021 1,002.37 NP 8.95 NP 993.42 12/20/2021 1,002.37 NP 10.85 NP 991.52 6/7/2022 1,002.37 NP 11.40 NP 990.97 12/29/2022 1,002.37 NP 6.45 NP 995.92 MW-7 Unable to locate MW-5 MW-6 Destroyed MW-8 Destroyed Unable to locate Destroyed Unable to locate Page 2 of 6 Appendix A - Historical Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Groundwater Elevation (feet) 9/24/2003 1,002.72 NP 14.51 NP 988.21 2/27/2004 1,002.72 NP 14.78 NP 987.94 2/8/2012 1,002.72 NP 14.28 NP 988.44 5/17/2017 1,001.95 NP 12.65 NP 989.30 10/25/2017 1,001.95 NP 14.39 NP 987.56 10/13/2016 1,001.95 NP 13.02 NP 988.93 5/31/2018 1,001.95 NP 13.34 NP 988.61 6/15/2019 1,001.95 NP NM NP NM 12/4/2019 1,001.95 NP 9.40 NP 992.55 5/26/2020 1,001.95 NP 7.85 NP 994.10 12/10/2020 1,001.95 NP 7.85 NP 994.10 7/16/2021 1,001.95 NP 6.87 NP 995.08 12/20/2021 1,001.95 NP 10.05 NP 991.90 6/7/2022 1,001.95 12/29/2022 1,001.95 NP 4.87 NP 997.08 9/24/2003 1,005.36 NP 17.87 NP 987.49 2/27/2004 1,005.36 NP 17.70 NP 987.66 2/8/2012 1,005.36 NP 17.26 NP 988.10 5/17/2017 1,004.86 NP 15.43 NP 989.43 10/25/2017 1,004.86 NP 16.91 NP 987.95 10/13/2016 1,004.86 NP 15.59 NP 989.27 5/31/2018 1,004.86 NP 16.60 NP 988.26 6/15/2019 1,004.86 NP NM NP NM 12/5/2019 1,004.86 NP 12.55 NP 992.31 5/26/2020 1,004.86 NP 10.94 NP 993.92 12/10/2020 1,004.86 NP 10.72 NP 994.14 7/16/2021 1,004.86 NP 10.64 NP 994.22 12/20/2021 1,004.86 NP 13.21 NP 991.65 6/7/2022 1,004.86 NP 12.70 NP 992.16 12/29/2022 1,004.86 NP 8.76 NP 996.10 2/27/2004 1,010.52 NP 23.85 NP 986.67 2/8/2012 1,010.53 NP 23.82 NP 986.71 10/13/2016 1,010.12 NP 21.83 SHEEN 988.29 5/17/2017 1,010.12 NP 22.63 0.02'987.49 10/25/2017 1,010.12 NP 23.24 0.27'986.88 5/31/2018 1,010.12 NM NM SHEEN - 6/15/2019 1,010.12 NP 20.86 NP 989.26 12/5/2019 1,010.12 NP 20.00 NP 990.12 5/26/2020 1,010.12 NP 19.21 NP 990.91 12/10/2020 1,010.12 NP 18.26 NP 991.86 7/16/2021 1,010.12 NP 18.17 NP 991.95 12/20/2021 1,010.12 NP 19.87 NP 990.25 6/7/2022 1,010.12 NP 20.40 NP 989.72 12/29/2022 1,010.12 NP 15.40 NP 994.72 2/27/2004 1,011.89 NP 25.58 NP 986.31 2/8/2012 1,011.96 NP 25.93 NP 986.03 10/13/2016 1,011.51 NP 24.29 NP 987.22 5/17/2017 1,011.51 NP 24.46 NP 987.05 10/25/2017 1,011.51 NP 25.10 NP 986.41 5/31/2018 1,011.51 NP 25.00 NP 986.51 6/15/2019 1,011.51 NP 21.80 NP 989.71 12/5/2019 1,011.51 NP 22.60 NP 988.91 5/26/2020 1,011.51 NP 20.97 NP 990.54 12/10/2020 1,011.51 NP 21.15 NP 990.36 7/16/2021 1,011.51 NP 20.25 NP 991.26 12/20/2021 1,011.51 NP 22.50 NP 989.01 6/7/2022 1,011.51 NP 22.24 NP 989.27 12/29/2022 1,011.51 NP 18.83 NP 992.68 MW-10 MW-9 Unable to locate MW-12 MW-11 Page 3 of 6 Appendix A - Historical Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Groundwater Elevation (feet) 10/13/2016 1,004.81 NP 15.83 NP 988.98 5/17/2017 1,004.81 NP 15.96 NP 988.85 10/25/2017 1,004.81 NP 16.97 NP 987.84 5/31/2018 1,004.81 NP 16.73 NP 988.08 6/15/2019 1,004.81 NP 13.35 NP 991.46 12/5/2019 1,004.81 NP 13.40 NP 991.41 5/26/2020 1,004.81 NP 11.63 NP 993.18 12/10/2020 1,004.81 NP 11.16 NP 993.65 7/16/2021 1,004.81 NP 11.20 NP 993.61 12/20/2021 1,004.81 NP 13.57 NP 991.24 6/7/2022 1,004.81 NP 13.14 NP 991.67 12/29/2022 1,004.81 NP 9.85 NP 994.96 10/13/2016 1,005.90 NP 16.96 NP 988.94 5/17/2017 1,005.90 NP 17.63 NP 988.27 10/25/2017 1,005.90 NP 18.12 NP 987.78 5/31/2018 1,005.90 NP 18.18 NP 987.72 6/15/2019 1,005.90 NP 14.70 NP 991.20 12/4/2019 1,005.90 NP 15.15 NP 990.75 5/26/2020 1,005.90 NP 13.77 NP 992.13 12/11/2020 1,005.90 NP 13.05 NP 992.85 7/16/2021 1,005.90 NP 12.84 NP 993.06 12/20/2021 1,005.90 NP 14.96 NP 990.94 6/7/2022 1,005.90 NP 14.83 NP 991.07 12/29/2022 1,005.90 NP 10.28 NP 995.62 10/13/2016 1,005.46 NP 16.98 NP 988.48 5/17/2017 1,005.46 NP 17.42 NP 988.04 10/25/2017 1,005.46 NP 17.98 NP 987.48 5/31/2018 1,005.46 NP 18.00 NP 987.46 6/15/2019 1,005.46 NP 14.41 NP 991.05 12/4/2019 1,005.46 NP 14.94 NP 990.52 5/26/2020 1,005.46 NP 13.53 NP 991.93 12/10/2020 1,005.46 NP 12.95 NP 992.51 7/16/2021 1,005.46 NP 13.02 NP 992.44 12/20/2021 1,005.46 NP 15.00 NP 990.46 6/7/2022 1,005.46 NP 14.84 NP 990.62 12/29/2022 1,005.46 NP 16.00 NP 989.46 10/13/2016 1,009.78 NP 19.41 NP 990.37 5/17/2017 1,009.78 NP 21.83 NP 987.95 10/25/2017 1,009.78 NP 22.32 NP 987.46 5/31/2018 1,009.78 NP 22.36 NP 987.42 6/15/2019 1,009.78 NP NM NP NM 12/6/2019 1,009.78 NP 19.70 NP 990.08 5/26/2020 1,009.78 NP 18.17 NP 991.61 12/10/2020 1,009.78 NP 17.80 NP 991.98 7/16/2021 1,009.78 NP 16.77 NP 993.01 12/20/2021 1,009.78 NP 20.00 NP 989.78 6/7/2022 1,009.78 NP 19.32 NP 990.46 12/29/2022 1,009.78 NP 14.65 NP 995.13 10/13/2016 1,009.33 NP 20.44 NP 988.89 5/17/2017 1,009.33 NP 21.32 NP 988.01 10/25/2017 1,009.33 NP 21.58 NP 987.75 5/31/2018 1,009.33 NP 21.88 NP 987.45 6/15/2019 1,009.33 NP 18.00 NP 991.33 12/6/2019 1,009.33 NP 19.10 NP 990.23 5/26/2020 1,009.33 NP 17.53 NP 991.80 12/10/2020 1,009.33 NP 16.83 NP 992.50 7/16/2021 1,009.33 NP 16.85 NP 992.48 12/20/2021 1,009.33 NP 19.00 NP 990.33 6/7/2022 1,009.33 NP 18.65 NP 990.68 12/29/2022 1,009.33 NP 14.44 NP 994.89 MW-16 MW-14 MW-13 MW-17 MW-15 Page 4 of 6 Appendix A - Historical Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Groundwater Elevation (feet) 10/13/2016 1,011.46 NP 24.70 NP 986.76 5/17/2017 1,011.46 NP 24.54 NP 986.92 10/25/2017 1,011.46 NP 25.64 NP 985.82 5/31/2018 1,011.46 NP 25.22 NP 986.24 6/15/2019 1,011.46 NP 22.20 NP 989.26 12/6/2019 1,011.46 NP 23.00 NP 988.46 5/26/2020 1,011.46 NP 21.33 NP 990.13 12/11/2020 1,011.46 NP 20.65 NP 990.81 7/16/2021 1,011.46 NP 20.88 NP 990.58 12/20/2021 1,011.46 NP 22.95 NP 988.51 6/7/2022 1,011.46 NP 22.85 NP 988.61 12/29/2022 1,011.46 NP 17.77 NP 993.69 10/13/2016 1,011.36 NP 23.99 NP 987.37 5/17/2017 1,011.36 NP 24.10 NP 987.26 10/25/2017 1,011.36 NP 25.05 NP 986.31 5/31/2018 1,011.36 NP 24.80 NP 986.56 6/15/2019 1,011.36 NP 21.80 NP 989.56 12/6/2019 1,011.36 NP 22.50 NP 988.86 5/26/2020 1,011.36 NP 20.90 NP 990.46 12/11/2020 1,011.36 NP 20.18 NP 991.18 7/16/2021 1,011.36 NP 20.25 NP 991.11 12/20/2021 1,011.36 NP 22.48 NP 988.88 6/7/2022 1,011.36 NP 22.36 NP 989.00 12/29/2022 1,011.36 NP 18.16 NP 993.20 10/13/2016 1,011.40 NP 23.86 NP 987.54 5/17/2017 1,011.40 NP 24.05 NP 987.35 10/25/2017 1,011.40 NP 25.12 NP 986.28 5/31/2018 1,011.40 NP 24.74 NP 986.66 6/15/2019 1,011.40 NP 21.80 NP 989.60 12/6/2019 1,011.40 NP 22.45 NP 988.95 5/26/2020 1,011.40 NP 20.85 NP 990.55 12/10/2020 1,011.40 NP 20.42 NP 990.98 7/16/2021 1,011.40 NP 20.44 NP 990.96 12/20/2021 1,011.40 NP 22.40 NP 989.00 6/7/2022 1,011.40 NP 22.38 NP 989.02 12/29/2022 1,011.40 NP 19.72 NP 991.68 9/22/2003 1,006.30 NP 18.78 NP 987.52 2/27/2004 1,006.30 NP 18.93 NP 987.37 2/8/2012 1,006.30 NP 18.80 NP 987.50 5/17/2017 1,005.91 NP 17.50 NP 988.41 10/25/2017 1,005.91 NP 18.15 NP 987.76 10/13/2016 1,005.91 NP 16.86 NP 989.05 5/31/2018 1,005.91 NP 18.11 NP 987.80 6/15/2019 1,005.91 NP 15.02 NP 990.89 12/4/2019 1,005.91 NP 15.00 NP 990.91 5/26/2020 1,005.91 NP 13.46 NP 992.45 12/11/2020 1,005.91 NP 12.90 NP 993.01 7/16/2021 1,005.91 NP 12.83 NP 993.08 12/20/2021 1,005.91 NP 14.95 NP 990.96 6/7/2022 1,005.91 NP 14.71 NP 991.20 12/29/2022 1,005.91 NP 10.35 NP 995.56 DW-1 MW-20 MW-19 MW-18 Page 5 of 6 Appendix A - Historical Groundwater Elevation Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date TOC Elevation (feet) Depth to LNAPL (feet btoc) Depth to Groundwater (feet btoc) LNAPL Thickness (feet) Groundwater Elevation (feet) 2/27/2004 1,009.11 NP 22.00 NP 987.11 2/8/2012 1,009.06 NP 22.00 NP 987.06 5/17/2017 1,008.65 NP 20.80 NP 987.85 10/25/2017 1,008.65 NP 21.38 NP 987.27 10/13/2016 1,008.65 NP 19.96 NP 988.69 5/31/2018 1,008.65 NP 21.36 NP 987.29 6/15/2019 1,008.65 NP 13.50 NP 995.15 12/4/2019 1,008.65 NP 18.70 NP 989.95 5/26/2020 1,008.65 NP 17.13 NP 991.52 12/10/2020 1,008.65 NP 16.75 NP 991.90 7/16/2021 1,008.65 NP 15.98 NP 992.67 12/20/2021 1,008.65 NP 19.05 NP 989.60 6/7/2022 1,008.65 NP 17.99 NP 990.66 12/29/2022 1,008.65 NP 12.20 NP 996.45 2/27/2004 1,005.87 NP 19.44 NP 986.43 2/8/2012 1,006.43 NP 17.10 NP 989.33 5/17/2017 1,006.04 NP 18.03 NP 988.01 10/25/2017 1,006.04 NP 18.90 NP 987.14 10/13/2016 1,006.04 NP 17.59 NP 988.45 5/31/2018 1,006.04 NP 18.68 NP 987.36 6/15/2019 1,006.04 NP 16.43 NP 989.61 12/4/2019 1,006.04 NP 15.40 NP 990.64 5/26/2020 1,006.04 NP 13.90 NP 992.14 12/10/2020 1,006.04 NP 13.50 NP 992.54 7/16/2021 1,006.04 NP 13.65 NP 992.39 12/20/2021 1,006.04 NP 15.32 NP 990.72 6/7/2022 1,006.04 NP 15.45 NP 990.59 12/29/2022 1,006.04 NP 10.17 NP 995.87 10/13/2016 1,005.93 NP 19.90 NP 986.03 5/17/2017 1,005.93 NP 19.85 NP 986.08 10/25/2017 1,005.93 NP 21.58 NP 984.35 5/31/2018 1,005.93 NP 20.45 NP 985.48 6/15/2019 1,005.93 NP 18.00 NP 987.93 12/5/2019 1,005.93 NP 17.35 NP 988.58 5/26/2020 1,005.93 NP 17.35 NP 988.58 12/10/2020 1,005.93 NP 15.40 NP 990.53 7/16/2021 1,005.93 NP 15.95 NP 989.98 12/20/2021 1,005.93 NP 18.10 NP 987.83 6/7/2022 1,005.93 NP 17.62 NP 988.31 12/29/2022 1,005.93 NP 12.64 NP 993.29 Notes: TOC = Top of casing btoc = below top of casing NP = No product indicated NM = not measured LNAPL = light non-aqueous phase liquid All measurements taken in feet and based on an arbitrary benchmark of 100 feet at MW-9. VEW-4 DW-3 DW-2 Page 6 of 6 APPENDIX B Laboratory Analytical Report and Chain-of-Custody Record – December 29, 2022 #=CL# January 09, 2023 LIMS USE: FR - HARDIK PATEL LIMS OBJECT ID: 92644831 92644831 Project: Pace Project No.: RE: Hardik Patel Arcadis 5420 Wade Park Blvd Suite 350 Raleigh, NC 27607 GE ORH Dear Hardik Patel: Enclosed are the analytical results for sample(s) received by the laboratory on January 03, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Charlotte If you have any questions concerning this report, please feel free to contact me. Sincerely, Angela Baioni angela.baioni@pacelabs.com Project Manager (704)875-9092 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 1 of 22 #=CP# CERTIFICATIONS Pace Project No.: Project: 92644831 GE ORH Pace Analytical Services Charlotte South Carolina Laboratory ID: 99006 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 South Carolina Laboratory ID: 99006 South Carolina Certification #: 99006001 South Carolina Drinking Water Cert. #: 99006003 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Louisiana DoH Drinking Water #: LA029 Virginia/VELAP Certification #: 460221 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 2 of 22 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 92644831 GE ORH Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 92644831001 MW-15 EPA 8260D 63 PASI-CJJK 92644831002 TRIP BLANK EPA 8260D 63 PASI-CCL PASI-C = Pace Analytical Services - Charlotte REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 3 of 22 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92644831 GE ORH Sample:MW-15 Lab ID:92644831001 Collected:12/29/22 15:15 Received:01/03/23 08:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8260D Pace Analytical Services - Charlotte 8260D MSV Low Level Acetone 1360 ug/L 01/04/23 19:00 67-64-1125050 Benzene 4760 ug/L 01/04/23 19:00 71-43-250.0 50 Bromobenzene ND ug/L 01/04/23 19:00 108-86-150.0 50 Bromochloromethane ND ug/L 01/04/23 19:00 74-97-550.0 50 Bromodichloromethane ND ug/L 01/04/23 19:00 75-27-450.0 50 Bromoform ND ug/L 01/04/23 19:00 75-25-250.0 50 Bromomethane ND ug/L 01/04/23 19:00 74-83-910050 2-Butanone (MEK)756 ug/L 01/04/23 19:00 78-93-325050 Carbon tetrachloride ND ug/L 01/04/23 19:00 56-23-550.0 50 Chlorobenzene ND ug/L 01/04/23 19:00 108-90-750.0 50 Chloroethane ND ug/L 01/04/23 19:00 75-00-3 v150.0 50 Chloroform ND ug/L 01/04/23 19:00 67-66-350.0 50 Chloromethane ND ug/L 01/04/23 19:00 74-87-350.0 50 2-Chlorotoluene 203 ug/L 01/04/23 19:00 95-49-850.0 50 4-Chlorotoluene ND ug/L 01/04/23 19:00 106-43-450.0 50 1,2-Dibromo-3-chloropropane ND ug/L 01/04/23 19:00 96-12-810050 Dibromochloromethane ND ug/L 01/04/23 19:00 124-48-150.0 50 1,2-Dibromoethane (EDB)ND ug/L 01/04/23 19:00 106-93-450.0 50 Dibromomethane ND ug/L 01/04/23 19:00 74-95-350.0 50 1,2-Dichlorobenzene ND ug/L 01/04/23 19:00 95-50-150.0 50 1,3-Dichlorobenzene ND ug/L 01/04/23 19:00 541-73-150.0 50 1,4-Dichlorobenzene ND ug/L 01/04/23 19:00 106-46-750.0 50 Dichlorodifluoromethane ND ug/L 01/04/23 19:00 75-71-850.0 50 1,1-Dichloroethane ND ug/L 01/04/23 19:00 75-34-350.0 50 1,2-Dichloroethane 142 ug/L 01/04/23 19:00 107-06-250.0 50 1,1-Dichloroethene ND ug/L 01/04/23 19:00 75-35-450.0 50 cis-1,2-Dichloroethene ND ug/L 01/04/23 19:00 156-59-250.0 50 trans-1,2-Dichloroethene ND ug/L 01/04/23 19:00 156-60-550.0 50 1,2-Dichloropropane ND ug/L 01/04/23 19:00 78-87-550.0 50 1,3-Dichloropropane ND ug/L 01/04/23 19:00 142-28-950.0 50 2,2-Dichloropropane ND ug/L 01/04/23 19:00 594-20-750.0 50 1,1-Dichloropropene ND ug/L 01/04/23 19:00 563-58-650.0 50 cis-1,3-Dichloropropene ND ug/L 01/04/23 19:00 10061-01-550.0 50 trans-1,3-Dichloropropene ND ug/L 01/04/23 19:00 10061-02-650.0 50 Diisopropyl ether 208 ug/L 01/04/23 19:00 108-20-350.0 50 Ethylbenzene 1380 ug/L 01/04/23 19:00 100-41-450.0 50 Hexachloro-1,3-butadiene ND ug/L 01/04/23 19:00 87-68-310050 2-Hexanone ND ug/L 01/04/23 19:00 591-78-625050 p-Isopropyltoluene ND ug/L 01/04/23 19:00 99-87-650.0 50 Methylene Chloride ND ug/L 01/04/23 19:00 75-09-225050 4-Methyl-2-pentanone (MIBK)ND ug/L 01/04/23 19:00 108-10-125050 Methyl-tert-butyl ether 837 ug/L 01/04/23 19:00 1634-04-450.0 50 Naphthalene 354 ug/L 01/04/23 19:00 91-20-350.0 50 Styrene ND ug/L 01/04/23 19:00 100-42-550.0 50 1,1,1,2-Tetrachloroethane ND ug/L 01/04/23 19:00 630-20-650.0 50 1,1,2,2-Tetrachloroethane ND ug/L 01/04/23 19:00 79-34-550.0 50 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 4 of 22 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92644831 GE ORH Sample:MW-15 Lab ID:92644831001 Collected:12/29/22 15:15 Received:01/03/23 08:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8260D Pace Analytical Services - Charlotte 8260D MSV Low Level Tetrachloroethene ND ug/L 01/04/23 19:00 127-18-450.0 50 Toluene 9570 ug/L 01/04/23 19:00 108-88-350.0 50 1,2,3-Trichlorobenzene ND ug/L 01/04/23 19:00 87-61-650.0 50 1,2,4-Trichlorobenzene ND ug/L 01/04/23 19:00 120-82-150.0 50 1,1,1-Trichloroethane ND ug/L 01/04/23 19:00 71-55-650.0 50 1,1,2-Trichloroethane ND ug/L 01/04/23 19:00 79-00-550.0 50 Trichloroethene ND ug/L 01/04/23 19:00 79-01-650.0 50 Trichlorofluoromethane ND ug/L 01/04/23 19:00 75-69-450.0 50 1,2,3-Trichloropropane ND ug/L 01/04/23 19:00 96-18-450.0 50 Vinyl acetate ND ug/L 01/04/23 19:00 108-05-410050 Vinyl chloride ND ug/L 01/04/23 19:00 75-01-450.0 50 Xylene (Total)7360 ug/L 01/04/23 19:00 1330-20-750.0 50 m&p-Xylene 5250 ug/L 01/04/23 19:00 179601-23-110050 o-Xylene 2110 ug/L 01/04/23 19:00 95-47-650.0 50 Surrogates 4-Bromofluorobenzene (S)101 %01/04/23 19:00 460-00-470-130 50 1,2-Dichloroethane-d4 (S)105 %01/04/23 19:00 17060-07-070-130 50 Toluene-d8 (S)99 %01/04/23 19:00 2037-26-570-130 50 Sample:TRIP BLANK Lab ID:92644831002 Collected:12/30/22 00:00 Received:01/03/23 08:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8260D Pace Analytical Services - Charlotte 8260D MSV Low Level Acetone ND ug/L 01/06/23 02:17 67-64-125.0 1 Benzene ND ug/L 01/06/23 02:17 71-43-21.0 1 Bromobenzene ND ug/L 01/06/23 02:17 108-86-11.0 1 Bromochloromethane ND ug/L 01/06/23 02:17 74-97-51.0 1 Bromodichloromethane ND ug/L 01/06/23 02:17 75-27-41.0 1 Bromoform ND ug/L 01/06/23 02:17 75-25-21.0 1 Bromomethane ND ug/L 01/06/23 02:17 74-83-92.0 1 2-Butanone (MEK)ND ug/L 01/06/23 02:17 78-93-35.0 1 Carbon tetrachloride ND ug/L 01/06/23 02:17 56-23-51.0 1 Chlorobenzene ND ug/L 01/06/23 02:17 108-90-71.0 1 Chloroethane ND ug/L 01/06/23 02:17 75-00-31.0 1 Chloroform 1.3 ug/L 01/06/23 02:17 67-66-3 C01.0 1 Chloromethane ND ug/L 01/06/23 02:17 74-87-31.0 1 2-Chlorotoluene ND ug/L 01/06/23 02:17 95-49-81.0 1 4-Chlorotoluene ND ug/L 01/06/23 02:17 106-43-41.0 1 1,2-Dibromo-3-chloropropane ND ug/L 01/06/23 02:17 96-12-82.0 1 Dibromochloromethane ND ug/L 01/06/23 02:17 124-48-11.0 1 1,2-Dibromoethane (EDB)ND ug/L 01/06/23 02:17 106-93-41.0 1 Dibromomethane ND ug/L 01/06/23 02:17 74-95-31.0 1 1,2-Dichlorobenzene ND ug/L 01/06/23 02:17 95-50-11.0 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 5 of 22 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 92644831 GE ORH Sample:TRIP BLANK Lab ID:92644831002 Collected:12/30/22 00:00 Received:01/03/23 08:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 8260D Pace Analytical Services - Charlotte 8260D MSV Low Level 1,3-Dichlorobenzene ND ug/L 01/06/23 02:17 541-73-11.0 1 1,4-Dichlorobenzene ND ug/L 01/06/23 02:17 106-46-71.0 1 Dichlorodifluoromethane ND ug/L 01/06/23 02:17 75-71-8 v21.0 1 1,1-Dichloroethane ND ug/L 01/06/23 02:17 75-34-31.0 1 1,2-Dichloroethane ND ug/L 01/06/23 02:17 107-06-21.0 1 1,1-Dichloroethene ND ug/L 01/06/23 02:17 75-35-41.0 1 cis-1,2-Dichloroethene ND ug/L 01/06/23 02:17 156-59-21.0 1 trans-1,2-Dichloroethene ND ug/L 01/06/23 02:17 156-60-51.0 1 1,2-Dichloropropane ND ug/L 01/06/23 02:17 78-87-51.0 1 1,3-Dichloropropane ND ug/L 01/06/23 02:17 142-28-91.0 1 2,2-Dichloropropane ND ug/L 01/06/23 02:17 594-20-71.0 1 1,1-Dichloropropene ND ug/L 01/06/23 02:17 563-58-61.0 1 cis-1,3-Dichloropropene ND ug/L 01/06/23 02:17 10061-01-51.0 1 trans-1,3-Dichloropropene ND ug/L 01/06/23 02:17 10061-02-61.0 1 Diisopropyl ether ND ug/L 01/06/23 02:17 108-20-31.0 1 Ethylbenzene ND ug/L 01/06/23 02:17 100-41-41.0 1 Hexachloro-1,3-butadiene ND ug/L 01/06/23 02:17 87-68-32.0 1 2-Hexanone ND ug/L 01/06/23 02:17 591-78-65.0 1 p-Isopropyltoluene ND ug/L 01/06/23 02:17 99-87-61.0 1 Methylene Chloride ND ug/L 01/06/23 02:17 75-09-25.0 1 4-Methyl-2-pentanone (MIBK)ND ug/L 01/06/23 02:17 108-10-15.0 1 Methyl-tert-butyl ether ND ug/L 01/06/23 02:17 1634-04-41.0 1 Naphthalene ND ug/L 01/06/23 02:17 91-20-31.0 1 Styrene ND ug/L 01/06/23 02:17 100-42-51.0 1 1,1,1,2-Tetrachloroethane ND ug/L 01/06/23 02:17 630-20-61.0 1 1,1,2,2-Tetrachloroethane ND ug/L 01/06/23 02:17 79-34-51.0 1 Tetrachloroethene ND ug/L 01/06/23 02:17 127-18-41.0 1 Toluene ND ug/L 01/06/23 02:17 108-88-31.0 1 1,2,3-Trichlorobenzene ND ug/L 01/06/23 02:17 87-61-61.0 1 1,2,4-Trichlorobenzene ND ug/L 01/06/23 02:17 120-82-11.0 1 1,1,1-Trichloroethane ND ug/L 01/06/23 02:17 71-55-61.0 1 1,1,2-Trichloroethane ND ug/L 01/06/23 02:17 79-00-51.0 1 Trichloroethene ND ug/L 01/06/23 02:17 79-01-61.0 1 Trichlorofluoromethane ND ug/L 01/06/23 02:17 75-69-41.0 1 1,2,3-Trichloropropane ND ug/L 01/06/23 02:17 96-18-41.0 1 Vinyl acetate ND ug/L 01/06/23 02:17 108-05-42.0 1 Vinyl chloride ND ug/L 01/06/23 02:17 75-01-41.0 1 Xylene (Total)ND ug/L 01/06/23 02:17 1330-20-71.0 1 m&p-Xylene ND ug/L 01/06/23 02:17 179601-23-12.0 1 o-Xylene ND ug/L 01/06/23 02:17 95-47-61.0 1 Surrogates 4-Bromofluorobenzene (S)95 %01/06/23 02:17 460-00-470-130 1 1,2-Dichloroethane-d4 (S)106 %01/06/23 02:17 17060-07-070-130 1 Toluene-d8 (S)101 %01/06/23 02:17 2037-26-570-130 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 6 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 747306 EPA 8260D EPA 8260D 8260D MSV Low Level Laboratory:Pace Analytical Services - Charlotte Associated Lab Samples:92644831001 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3885119 Associated Lab Samples:92644831001 Matrix:Water Analyzed 1,1,1,2-Tetrachloroethane ug/L ND 1.0 01/04/23 12:20 1,1,1-Trichloroethane ug/L ND 1.0 01/04/23 12:20 1,1,2,2-Tetrachloroethane ug/L ND 1.0 01/04/23 12:20 1,1,2-Trichloroethane ug/L ND 1.0 01/04/23 12:20 1,1-Dichloroethane ug/L ND 1.0 01/04/23 12:20 1,1-Dichloroethene ug/L ND 1.0 01/04/23 12:20 1,1-Dichloropropene ug/L ND 1.0 01/04/23 12:20 1,2,3-Trichlorobenzene ug/L ND 1.0 01/04/23 12:20 1,2,3-Trichloropropane ug/L ND 1.0 01/04/23 12:20 1,2,4-Trichlorobenzene ug/L ND 1.0 01/04/23 12:20 1,2-Dibromo-3-chloropropane ug/L ND 2.0 01/04/23 12:20 1,2-Dibromoethane (EDB)ug/L ND 1.0 01/04/23 12:20 1,2-Dichlorobenzene ug/L ND 1.0 01/04/23 12:20 1,2-Dichloroethane ug/L ND 1.0 01/04/23 12:20 1,2-Dichloropropane ug/L ND 1.0 01/04/23 12:20 1,3-Dichlorobenzene ug/L ND 1.0 01/04/23 12:20 1,3-Dichloropropane ug/L ND 1.0 01/04/23 12:20 1,4-Dichlorobenzene ug/L ND 1.0 01/04/23 12:20 2,2-Dichloropropane ug/L ND 1.0 01/04/23 12:20 2-Butanone (MEK)ug/L ND 5.0 01/04/23 12:20 2-Chlorotoluene ug/L ND 1.0 01/04/23 12:20 2-Hexanone ug/L ND 5.0 01/04/23 12:20 4-Chlorotoluene ug/L ND 1.0 01/04/23 12:20 4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 01/04/23 12:20 Acetone ug/L ND 25.0 01/04/23 12:20 Benzene ug/L ND 1.0 01/04/23 12:20 Bromobenzene ug/L ND 1.0 01/04/23 12:20 Bromochloromethane ug/L ND 1.0 01/04/23 12:20 Bromodichloromethane ug/L ND 1.0 01/04/23 12:20 Bromoform ug/L ND 1.0 01/04/23 12:20 Bromomethane ug/L ND 2.0 01/04/23 12:20 Carbon tetrachloride ug/L ND 1.0 01/04/23 12:20 Chlorobenzene ug/L ND 1.0 01/04/23 12:20 Chloroethane ug/L ND 1.0 v101/04/23 12:20 Chloroform ug/L ND 1.0 01/04/23 12:20 Chloromethane ug/L ND 1.0 01/04/23 12:20 cis-1,2-Dichloroethene ug/L ND 1.0 01/04/23 12:20 cis-1,3-Dichloropropene ug/L ND 1.0 01/04/23 12:20 Dibromochloromethane ug/L ND 1.0 01/04/23 12:20 Dibromomethane ug/L ND 1.0 01/04/23 12:20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 7 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3885119 Associated Lab Samples:92644831001 Matrix:Water Analyzed Dichlorodifluoromethane ug/L ND 1.0 01/04/23 12:20 Diisopropyl ether ug/L ND 1.0 01/04/23 12:20 Ethylbenzene ug/L ND 1.0 01/04/23 12:20 Hexachloro-1,3-butadiene ug/L ND 2.0 01/04/23 12:20 m&p-Xylene ug/L ND 2.0 01/04/23 12:20 Methyl-tert-butyl ether ug/L ND 1.0 01/04/23 12:20 Methylene Chloride ug/L ND 5.0 01/04/23 12:20 Naphthalene ug/L ND 1.0 01/04/23 12:20 o-Xylene ug/L ND 1.0 01/04/23 12:20 p-Isopropyltoluene ug/L ND 1.0 01/04/23 12:20 Styrene ug/L ND 1.0 01/04/23 12:20 Tetrachloroethene ug/L ND 1.0 01/04/23 12:20 Toluene ug/L ND 1.0 01/04/23 12:20 trans-1,2-Dichloroethene ug/L ND 1.0 01/04/23 12:20 trans-1,3-Dichloropropene ug/L ND 1.0 01/04/23 12:20 Trichloroethene ug/L ND 1.0 01/04/23 12:20 Trichlorofluoromethane ug/L ND 1.0 01/04/23 12:20 Vinyl acetate ug/L ND 2.0 01/04/23 12:20 Vinyl chloride ug/L ND 1.0 01/04/23 12:20 Xylene (Total)ug/L ND 1.0 01/04/23 12:20 1,2-Dichloroethane-d4 (S)%110 70-130 01/04/23 12:20 4-Bromofluorobenzene (S)%100 70-130 01/04/23 12:20 Toluene-d8 (S)%102 70-130 01/04/23 12:20 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3885120LABORATORY CONTROL SAMPLE: LCSSpike 1,1,1,2-Tetrachloroethane ug/L 53.850 108 70-130 1,1,1-Trichloroethane ug/L 56.050 112 70-130 1,1,2,2-Tetrachloroethane ug/L 53.650 107 70-130 1,1,2-Trichloroethane ug/L 52.350 105 70-130 1,1-Dichloroethane ug/L 55.250 110 70-130 1,1-Dichloroethene ug/L 59.750 119 70-130 1,1-Dichloropropene ug/L 61.850 124 70-130 1,2,3-Trichlorobenzene ug/L 52.150 104 70-130 1,2,3-Trichloropropane ug/L 50.750 101 70-130 1,2,4-Trichlorobenzene ug/L 51.950 104 70-130 1,2-Dibromo-3-chloropropane ug/L 49.050 98 70-131 1,2-Dibromoethane (EDB)ug/L 53.350 107 70-130 1,2-Dichlorobenzene ug/L 53.750 107 70-130 1,2-Dichloroethane ug/L 55.250 110 70-130 1,2-Dichloropropane ug/L 54.750 109 70-130 1,3-Dichlorobenzene ug/L 52.450 105 70-130 1,3-Dichloropropane ug/L 52.750 105 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 8 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3885120LABORATORY CONTROL SAMPLE: LCSSpike 1,4-Dichlorobenzene ug/L 51.450 103 70-130 2,2-Dichloropropane ug/L 56.250 112 68-135 2-Butanone (MEK)ug/L 114100 114 70-134 2-Chlorotoluene ug/L 54.450 109 70-130 2-Hexanone ug/L 115100 115 70-131 4-Chlorotoluene ug/L 55.650 111 70-130 4-Methyl-2-pentanone (MIBK)ug/L 113100 113 70-130 Acetone ug/L 106100 106 70-133 Benzene ug/L 51.250 102 70-130 Bromobenzene ug/L 51.450 103 70-130 Bromochloromethane ug/L 53.450 107 70-130 Bromodichloromethane ug/L 52.850 106 70-130 Bromoform ug/L 51.950 104 70-130 Bromomethane ug/L 54.250 108 45-151 Carbon tetrachloride ug/L 52.350 105 70-130 Chlorobenzene ug/L 51.650 103 70-130 Chloroethane ug/L 67.0 v15013439-152 Chloroform ug/L 51.850 104 70-130 Chloromethane ug/L 56.750 113 58-130 cis-1,2-Dichloroethene ug/L 56.250 112 70-130 cis-1,3-Dichloropropene ug/L 55.150 110 70-130 Dibromochloromethane ug/L 51.950 104 70-130 Dibromomethane ug/L 49.850 100 70-130 Dichlorodifluoromethane ug/L 58.250 116 54-133 Diisopropyl ether ug/L 55.550 111 70-130 Ethylbenzene ug/L 53.450 107 70-130 Hexachloro-1,3-butadiene ug/L 53.550 107 70-135 m&p-Xylene ug/L 108100 108 70-130 Methyl-tert-butyl ether ug/L 52.150 104 70-130 Methylene Chloride ug/L 53.450 107 66-130 Naphthalene ug/L 55.350 111 70-130 o-Xylene ug/L 49.850 100 70-130 p-Isopropyltoluene ug/L 57.850 116 70-130 Styrene ug/L 54.750 109 70-130 Tetrachloroethene ug/L 50.750 101 70-130 Toluene ug/L 51.350 103 70-130 trans-1,2-Dichloroethene ug/L 57.250 114 70-130 trans-1,3-Dichloropropene ug/L 54.450 109 70-130 Trichloroethene ug/L 52.150 104 70-130 Trichlorofluoromethane ug/L 56.050 112 62-130 Vinyl acetate ug/L 120100 120 70-144 Vinyl chloride ug/L 60.650 121 62-130 Xylene (Total)ug/L 158150 105 70-130 1,2-Dichloroethane-d4 (S)%99 70-130 4-Bromofluorobenzene (S)%101 70-130 Toluene-d8 (S)%101 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 9 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qualifiers% RecConc. 3885122MATRIX SPIKE SAMPLE: MSSpike Result 92643823002 1,1,1,2-Tetrachloroethane ug/L 23602000 118 70-141<100 1,1,1-Trichloroethane ug/L 25902000 129 70-150<100 1,1,2,2-Tetrachloroethane ug/L 23702000 119 69-142<100 1,1,2-Trichloroethane ug/L 23302000 117 70-138<100 1,1-Dichloroethane ug/L 25302000 127 70-150<100 1,1-Dichloroethene ug/L 26002000 129 70-156<100 1,1-Dichloropropene ug/L 28202000 141 70-150<100 1,2,3-Trichlorobenzene ug/L 21402000 107 70-148<100 1,2,3-Trichloropropane ug/L 22902000 114 70-140<100 1,2,4-Trichlorobenzene ug/L 21802000 109 70-146<100 1,2-Dibromo-3-chloropropane ug/L 21202000 106 68-146<200 1,2-Dibromoethane (EDB)ug/L 23502000 118 70-138<100 1,2-Dichlorobenzene ug/L 23202000 116 70-141<100 1,2-Dichloroethane ug/L 24602000 123 69-143<100 1,2-Dichloropropane ug/L 24602000 123 68-156<100 1,3-Dichlorobenzene ug/L 23102000 116 70-143<100 1,3-Dichloropropane ug/L 23602000 118 70-138<100 1,4-Dichlorobenzene ug/L 22702000 113 70-142<100 2,2-Dichloropropane ug/L 26202000 131 52-170<100 2-Butanone (MEK)ug/L 5040 v1400012660-157<500 2-Chlorotoluene ug/L 24202000 121 70-147<100 2-Hexanone ug/L 49604000 124 68-146<500 4-Chlorotoluene ug/L 24502000 123 70-142<100 4-Methyl-2-pentanone (MIBK)ug/L 49404000 124 70-141<500 Acetone ug/L 48404000 121 58-157<2500 Benzene ug/L 23402000 117 70-142<100 Bromobenzene ug/L 22402000 112 70-143<100 Bromochloromethane ug/L 24502000 122 70-146<100 Bromodichloromethane ug/L 23802000 119 70-139<100 Bromoform ug/L 22102000 110 64-140<100 Bromomethane ug/L 24902000 124 28-192<200 Carbon tetrachloride ug/L 24602000 123 70-148<100 Chlorobenzene ug/L 23702000 119 70-141<100 Chloroethane ug/L 28102000 141 58-191<100 Chloroform ug/L 24302000 120 70-148<100 Chloromethane ug/L 26702000 133 43-162<100 cis-1,2-Dichloroethene ug/L 167002000 104 68-15114600 cis-1,3-Dichloropropene ug/L 24302000 121 70-139<100 Dibromochloromethane ug/L 22402000 112 70-144<100 Dibromomethane ug/L 21602000 108 70-139<100 Dichlorodifluoromethane ug/L 27402000 137 39-171<100 Diisopropyl ether ug/L 24702000 123 67-142<100 Ethylbenzene ug/L 24602000 123 70-143<100 Hexachloro-1,3-butadiene ug/L 24502000 122 64-163<200 m&p-Xylene ug/L 48604000 121 70-144<200 Methyl-tert-butyl ether ug/L 23102000 115 65-143<100 Methylene Chloride ug/L 25002000 125 62-149<500 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 10 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qualifiers% RecConc. 3885122MATRIX SPIKE SAMPLE: MSSpike Result 92643823002 Naphthalene ug/L 21402000 107 67-147<100 o-Xylene ug/L 22202000 111 70-145<100 p-Isopropyltoluene ug/L 25002000 125 70-147<100 Styrene ug/L 24002000 120 70-143<100 Tetrachloroethene ug/L 100002000 117 70-1457650 Toluene ug/L 23202000 116 70-142<100 trans-1,2-Dichloroethene ug/L 27102000 131 70-15190.7J trans-1,3-Dichloropropene ug/L 24202000 121 70-139<100 Trichloroethene ug/L 54802000 130 62-1462890 Trichlorofluoromethane ug/L 26102000 131 63-153<100 Vinyl acetate ug/L 5180 v1400012961-162<200 Vinyl chloride ug/L 32002000 140 61-163398 Xylene (Total)ug/L 70706000 118 70-143<100 1,2-Dichloroethane-d4 (S)%108 70-130 4-Bromofluorobenzene (S)%103 70-130 Toluene-d8 (S)%99 70-130 Parameter Units Dup Result QualifiersRPDResult 92644353001 3885121SAMPLE DUPLICATE: 1,1,1,2-Tetrachloroethane ug/L NDND 1,1,1-Trichloroethane ug/L NDND 1,1,2,2-Tetrachloroethane ug/L NDND 1,1,2-Trichloroethane ug/L NDND 1,1-Dichloroethane ug/L NDND 1,1-Dichloroethene ug/L NDND 1,1-Dichloropropene ug/L NDND 1,2,3-Trichlorobenzene ug/L NDND 1,2,3-Trichloropropane ug/L NDND 1,2,4-Trichlorobenzene ug/L NDND 1,2-Dibromo-3-chloropropane ug/L NDND 1,2-Dibromoethane (EDB)ug/L NDND 1,2-Dichlorobenzene ug/L NDND 1,2-Dichloroethane ug/L NDND 1,2-Dichloropropane ug/L NDND 1,3-Dichlorobenzene ug/L NDND 1,3-Dichloropropane ug/L NDND 1,4-Dichlorobenzene ug/L NDND 2,2-Dichloropropane ug/L NDND 2-Butanone (MEK)ug/L ND v15.4 2-Chlorotoluene ug/L NDND 2-Hexanone ug/L .83JND 4-Chlorotoluene ug/L NDND 4-Methyl-2-pentanone (MIBK)ug/L NDND Acetone ug/L 8.6JND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 11 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Dup Result QualifiersRPDResult 92644353001 3885121SAMPLE DUPLICATE: Benzene ug/L NDND Bromobenzene ug/L NDND Bromochloromethane ug/L NDND Bromodichloromethane ug/L NDND Bromoform ug/L NDND Bromomethane ug/L NDND Carbon tetrachloride ug/L NDND Chlorobenzene ug/L NDND Chloroethane ug/L NDND Chloroform ug/L NDND Chloromethane ug/L NDND cis-1,2-Dichloroethene ug/L NDND cis-1,3-Dichloropropene ug/L NDND Dibromochloromethane ug/L NDND Dibromomethane ug/L NDND Dichlorodifluoromethane ug/L NDND Diisopropyl ether ug/L NDND Ethylbenzene ug/L NDND Hexachloro-1,3-butadiene ug/L NDND m&p-Xylene ug/L NDND Methyl-tert-butyl ether ug/L NDND Methylene Chloride ug/L NDND Naphthalene ug/L NDND o-Xylene ug/L NDND p-Isopropyltoluene ug/L NDND Styrene ug/L NDND Tetrachloroethene ug/L NDND Toluene ug/L .27JND trans-1,2-Dichloroethene ug/L NDND trans-1,3-Dichloropropene ug/L NDND Trichloroethene ug/L NDND Trichlorofluoromethane ug/L NDND Vinyl acetate ug/L ND v1ND Vinyl chloride ug/L NDND Xylene (Total)ug/L NDND 1,2-Dichloroethane-d4 (S)%105110 4-Bromofluorobenzene (S)%9899 Toluene-d8 (S)%102101 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 12 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 747637 EPA 8260D EPA 8260D 8260D MSV Low Level Laboratory:Pace Analytical Services - Charlotte Associated Lab Samples:92644831002 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3886949 Associated Lab Samples:92644831002 Matrix:Water Analyzed 1,1,1,2-Tetrachloroethane ug/L ND 1.0 01/06/23 01:40 1,1,1-Trichloroethane ug/L ND 1.0 01/06/23 01:40 1,1,2,2-Tetrachloroethane ug/L ND 1.0 01/06/23 01:40 1,1,2-Trichloroethane ug/L ND 1.0 01/06/23 01:40 1,1-Dichloroethane ug/L ND 1.0 01/06/23 01:40 1,1-Dichloroethene ug/L ND 1.0 01/06/23 01:40 1,1-Dichloropropene ug/L ND 1.0 01/06/23 01:40 1,2,3-Trichlorobenzene ug/L ND 1.0 01/06/23 01:40 1,2,3-Trichloropropane ug/L ND 1.0 01/06/23 01:40 1,2,4-Trichlorobenzene ug/L ND 1.0 01/06/23 01:40 1,2-Dibromo-3-chloropropane ug/L ND 2.0 01/06/23 01:40 1,2-Dibromoethane (EDB)ug/L ND 1.0 01/06/23 01:40 1,2-Dichlorobenzene ug/L ND 1.0 01/06/23 01:40 1,2-Dichloroethane ug/L ND 1.0 01/06/23 01:40 1,2-Dichloropropane ug/L ND 1.0 01/06/23 01:40 1,3-Dichlorobenzene ug/L ND 1.0 01/06/23 01:40 1,3-Dichloropropane ug/L ND 1.0 01/06/23 01:40 1,4-Dichlorobenzene ug/L ND 1.0 01/06/23 01:40 2,2-Dichloropropane ug/L ND 1.0 01/06/23 01:40 2-Butanone (MEK)ug/L ND 5.0 01/06/23 01:40 2-Chlorotoluene ug/L ND 1.0 01/06/23 01:40 2-Hexanone ug/L ND 5.0 01/06/23 01:40 4-Chlorotoluene ug/L ND 1.0 01/06/23 01:40 4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 01/06/23 01:40 Acetone ug/L ND 25.0 01/06/23 01:40 Benzene ug/L ND 1.0 01/06/23 01:40 Bromobenzene ug/L ND 1.0 01/06/23 01:40 Bromochloromethane ug/L ND 1.0 01/06/23 01:40 Bromodichloromethane ug/L ND 1.0 01/06/23 01:40 Bromoform ug/L ND 1.0 01/06/23 01:40 Bromomethane ug/L ND 2.0 01/06/23 01:40 Carbon tetrachloride ug/L ND 1.0 01/06/23 01:40 Chlorobenzene ug/L ND 1.0 01/06/23 01:40 Chloroethane ug/L ND 1.0 01/06/23 01:40 Chloroform ug/L ND 1.0 01/06/23 01:40 Chloromethane ug/L ND 1.0 01/06/23 01:40 cis-1,2-Dichloroethene ug/L ND 1.0 01/06/23 01:40 cis-1,3-Dichloropropene ug/L ND 1.0 01/06/23 01:40 Dibromochloromethane ug/L ND 1.0 01/06/23 01:40 Dibromomethane ug/L ND 1.0 01/06/23 01:40 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 13 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3886949 Associated Lab Samples:92644831002 Matrix:Water Analyzed Dichlorodifluoromethane ug/L ND 1.0 v201/06/23 01:40 Diisopropyl ether ug/L ND 1.0 01/06/23 01:40 Ethylbenzene ug/L ND 1.0 01/06/23 01:40 Hexachloro-1,3-butadiene ug/L ND 2.0 01/06/23 01:40 m&p-Xylene ug/L ND 2.0 01/06/23 01:40 Methyl-tert-butyl ether ug/L ND 1.0 01/06/23 01:40 Methylene Chloride ug/L ND 5.0 01/06/23 01:40 Naphthalene ug/L ND 1.0 01/06/23 01:40 o-Xylene ug/L ND 1.0 01/06/23 01:40 p-Isopropyltoluene ug/L ND 1.0 01/06/23 01:40 Styrene ug/L ND 1.0 01/06/23 01:40 Tetrachloroethene ug/L ND 1.0 01/06/23 01:40 Toluene ug/L ND 1.0 01/06/23 01:40 trans-1,2-Dichloroethene ug/L ND 1.0 01/06/23 01:40 trans-1,3-Dichloropropene ug/L ND 1.0 01/06/23 01:40 Trichloroethene ug/L ND 1.0 01/06/23 01:40 Trichlorofluoromethane ug/L ND 1.0 01/06/23 01:40 Vinyl acetate ug/L ND 2.0 01/06/23 01:40 Vinyl chloride ug/L ND 1.0 01/06/23 01:40 Xylene (Total)ug/L ND 1.0 01/06/23 01:40 1,2-Dichloroethane-d4 (S)%104 70-130 01/06/23 01:40 4-Bromofluorobenzene (S)%96 70-130 01/06/23 01:40 Toluene-d8 (S)%100 70-130 01/06/23 01:40 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3886950LABORATORY CONTROL SAMPLE: LCSSpike 1,1,1,2-Tetrachloroethane ug/L 51.650 103 70-130 1,1,1-Trichloroethane ug/L 51.250 102 70-130 1,1,2,2-Tetrachloroethane ug/L 52.550 105 70-130 1,1,2-Trichloroethane ug/L 53.550 107 70-130 1,1-Dichloroethane ug/L 50.850 102 70-130 1,1-Dichloroethene ug/L 51.550 103 70-130 1,1-Dichloropropene ug/L 52.350 105 70-130 1,2,3-Trichlorobenzene ug/L 48.450 97 70-130 1,2,3-Trichloropropane ug/L 51.450 103 70-130 1,2,4-Trichlorobenzene ug/L 48.950 98 70-130 1,2-Dibromo-3-chloropropane ug/L 48.550 97 70-131 1,2-Dibromoethane (EDB)ug/L 53.350 107 70-130 1,2-Dichlorobenzene ug/L 50.950 102 70-130 1,2-Dichloroethane ug/L 52.650 105 70-130 1,2-Dichloropropane ug/L 52.750 105 70-130 1,3-Dichlorobenzene ug/L 50.450 101 70-130 1,3-Dichloropropane ug/L 50.250 100 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 14 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3886950LABORATORY CONTROL SAMPLE: LCSSpike 1,4-Dichlorobenzene ug/L 50.050 100 70-130 2,2-Dichloropropane ug/L 45.850 92 68-135 2-Butanone (MEK)ug/L 113100 113 70-134 2-Chlorotoluene ug/L 50.350 101 70-130 2-Hexanone ug/L 112100 112 70-131 4-Chlorotoluene ug/L 50.150 100 70-130 4-Methyl-2-pentanone (MIBK)ug/L 111100 111 70-130 Acetone ug/L 106100 106 70-133 Benzene ug/L 47.550 95 70-130 Bromobenzene ug/L 50.950 102 70-130 Bromochloromethane ug/L 53.550 107 70-130 Bromodichloromethane ug/L 50.350 101 70-130 Bromoform ug/L 46.450 93 70-130 Bromomethane ug/L 50.350 101 45-151 Carbon tetrachloride ug/L 49.450 99 70-130 Chlorobenzene ug/L 50.150 100 70-130 Chloroethane ug/L 61.550 123 39-152 Chloroform ug/L 51.950 104 70-130 Chloromethane ug/L 56.450 113 58-130 cis-1,2-Dichloroethene ug/L 52.550 105 70-130 cis-1,3-Dichloropropene ug/L 49.850 100 70-130 Dibromochloromethane ug/L 50.950 102 70-130 Dibromomethane ug/L 49.050 98 70-130 Dichlorodifluoromethane ug/L 46.3 v3509354-133 Diisopropyl ether ug/L 49.750 99 70-130 Ethylbenzene ug/L 49.050 98 70-130 Hexachloro-1,3-butadiene ug/L 47.150 94 70-135 m&p-Xylene ug/L 99.6100 100 70-130 Methyl-tert-butyl ether ug/L 48.350 97 70-130 Methylene Chloride ug/L 52.150 104 66-130 Naphthalene ug/L 51.350 103 70-130 o-Xylene ug/L 50.450 101 70-130 p-Isopropyltoluene ug/L 49.450 99 70-130 Styrene ug/L 50.650 101 70-130 Tetrachloroethene ug/L 47.750 95 70-130 Toluene ug/L 48.550 97 70-130 trans-1,2-Dichloroethene ug/L 52.350 105 70-130 trans-1,3-Dichloropropene ug/L 51.650 103 70-130 Trichloroethene ug/L 51.550 103 70-130 Trichlorofluoromethane ug/L 44.550 89 62-130 Vinyl acetate ug/L 108100 108 70-144 Vinyl chloride ug/L 52.650 105 62-130 Xylene (Total)ug/L 150150 100 70-130 1,2-Dichloroethane-d4 (S)%101 70-130 4-Bromofluorobenzene (S)%99 70-130 Toluene-d8 (S)%101 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 15 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 3886951MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92644823001 3886952 MSD Result MSD % Rec RPD MSDMS Spike Conc. 1,1,1,2-Tetrachloroethane ug/L 2000 121 70-141120 12000ND24102390 1,1,1-Trichloroethane ug/L 2000 128 70-150125 22000ND25502500 1,1,2,2-Tetrachloroethane ug/L 2000 121 69-142119 22000ND24102370 1,1,2-Trichloroethane ug/L 2000 126 70-138119 52000ND25102380 1,1-Dichloroethane ug/L 2000 124 70-150121 22000ND24802420 1,1-Dichloroethene ug/L 2000 131 70-156129 12000ND26102580 1,1-Dichloropropene ug/L 2000 128 70-150126 22000ND25602520 1,2,3-Trichlorobenzene ug/L 2000 110 70-148109 12000ND21902170 1,2,3-Trichloropropane ug/L 2000 119 70-140121 12000ND23802420 1,2,4-Trichlorobenzene ug/L 2000 111 70-146110 02000ND22102210 1,2-Dibromo-3-chloropropane ug/L 2000 108 68-146108 02000ND21602170 1,2-Dibromoethane (EDB)ug/L 2000 119 70-138120 12000ND23702400 1,2-Dichlorobenzene ug/L 2000 119 70-141115 32000ND23802300 1,2-Dichloroethane ug/L 2000 129 69-143124 42000ND25802480 1,2-Dichloropropane ug/L 2000 123 68-156125 12000ND24602490 1,3-Dichlorobenzene ug/L 2000 119 70-143118 12000ND23802360 1,3-Dichloropropane ug/L 2000 118 70-138116 22000ND23502310 1,4-Dichlorobenzene ug/L 2000 117 70-142117 02000ND23302340 2,2-Dichloropropane ug/L 2000 100 52-17099 12000ND20101980 2-Butanone (MEK)ug/L 4000 129 60-157136 54000ND51805430 2-Chlorotoluene ug/L 2000 121 70-147120 12000ND24302400 2-Hexanone ug/L 4000 122 68-146126 44000ND48705050 4-Chlorotoluene ug/L 2000 119 70-142117 22000ND23902340 4-Methyl-2-pentanone (MIBK)ug/L 4000 129 70-141127 14000ND51505080 Acetone ug/L 4000 127 58-157135 64000ND50705400 Benzene ug/L 2000 127 70-142109 3200079901050010200 Bromobenzene ug/L 2000 118 70-143118 02000ND23502360 Bromochloromethane ug/L 2000 123 70-146124 12000ND24502490 Bromodichloromethane ug/L 2000 119 70-139117 22000ND23902330 Bromoform ug/L 2000 101 64-140102 12000ND20102040 Bromomethane ug/L 2000 108 28-192116 72000ND21702330 Carbon tetrachloride ug/L 2000 125 70-148122 22000ND24902430 Chlorobenzene ug/L 2000 123 70-141118 42000ND24602370 Chloroethane ug/L 2000 144 58-191138 42000ND28902760 Chloroform ug/L 2000 125 70-148121 32000ND25102430 Chloromethane ug/L 2000 140 43-162141 02000ND28102820 cis-1,2-Dichloroethene ug/L 2000 130 68-151125 42000ND25902500 cis-1,3-Dichloropropene ug/L 2000 112 70-139109 32000ND22502180 Dibromochloromethane ug/L 2000 115 70-144113 22000ND23002260 Dibromomethane ug/L 2000 111 70-139111 02000ND22102220 Dichlorodifluoromethane ug/L v3200011739-171115 12000ND23402310 Diisopropyl ether ug/L 2000 118 67-142120 12000ND24202460 Ethylbenzene ug/L 2000 122 70-143122 02000225047004680 Hexachloro-1,3-butadiene ug/L 2000 110 64-163110 02000ND22002200 m&p-Xylene ug/L 4000 130 70-144125 14000106001570015500 Methyl-tert-butyl ether ug/L 2000 112 65-143113 12000ND22502260 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 16 of 22 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 92644831 GE ORH Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 3886951MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 92644823001 3886952 MSD Result MSD % Rec RPD MSDMS Spike Conc. Methylene Chloride ug/L 2000 122 62-149119 22000ND25802530 Naphthalene ug/L 2000 118 67-147119 1200088332403270 o-Xylene ug/L 2000 129 70-145126 12000457071607080 p-Isopropyltoluene ug/L 2000 118 70-147116 22000ND23602330 Styrene ug/L 2000 123 70-143122 12000ND24602440 Tetrachloroethene ug/L 2000 116 70-145114 22000ND23202280 Toluene ug/L 2000 124 70-142100 32000132001570015200 trans-1,2-Dichloroethene ug/L 2000 126 70-151127 12000ND25102530 trans-1,3-Dichloropropene ug/L 2000 113 70-139111 22000ND22602210 Trichloroethene ug/L 2000 125 62-146121 32000ND25002430 Trichlorofluoromethane ug/L 2000 117 63-153114 32000ND23502280 Vinyl acetate ug/L 4000 124 61-162125 14000ND49405000 Vinyl chloride ug/L 2000 130 61-163131 12000ND26102630 Xylene (Total)ug/L 6000 129 70-143125 16000151002290022600 1,2-Dichloroethane-d4 (S)%106 70-130103 4-Bromofluorobenzene (S)%99 70-13099 Toluene-d8 (S)%100 70-130100 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 17 of 22 #=QL# QUALIFIERS Pace Project No.: Project: 92644831 GE ORH DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA Method 8260. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Result confirmed by second analysis.C0 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias.v1 The continuing calibration verification was below the method acceptance limit. The analyte was not detected in the associated samples and the sensitivity of the instrument was verified with a reporting limit check standard.v2 The continuing calibration verification was below the method acceptance limit. Any detection for the analyte in the associated samples may have low bias.v3 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 18 of 22 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 92644831 GE ORH Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 92644831001 747306MW-15 EPA 8260D 92644831002 747637TRIP BLANK EPA 8260D REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 01/09/2023 12:45 PM Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 19 of 22 Page 20 of 22 Page 21 of 22 Page 22 of 22 APPENDIX C Historical Groundwater Analytical Data Appendix C1 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Benzene (ug/l) Toluene (ug/l) Ethylbenzene (ug/l) Xylenes (ug/l) TOTAL BTEX (ug/l) PCE (ug/l) TCE (ug/l) Naphthalene (ug/l) EDB (ug/l) 1,2 Dichloroethane (ug/l) MTBE (ug/l) 1,2,4- Trimethylbenze (ug/l) 1,3,5- Trimethylbenze (ug/l) NC GCL Standard 5,000 260,000 84,500 85,500 N/A 700 3,000 6,000 50 400 20,000 28,500 25,000 5/4/2003 6,510 11,100 1,350 7,330 26,290 BDL BDL 263 34.6 <5 2,000 1,030 295 9/24/2003 6,380 10,300 1,320 7,490 25,490 NA NA 319 71.2 699 2,310 1,160 480 2/8/2012 370 430 470 2,800 4,070 BDL BDL 540 BDL 28 2,500 1,500 650 5/4/2003 17,600 38,600 3,210 18,190 77,600 BDL BDL 159 224 <5 4,160 1,720 671 9/24/2003 16,400 39,800 3,420 18,900 78,520 NA NA 555 148 472 4,070 1,650 579 2/8/2012 5,300 41,000 4,800 27,000 78,100 BDL BDL 750 BDL BDL BDL 3,100 820 5/4/2003 3,570 16,500 2,600 12,980 35,650 NA NA 146 8.2 <10 <10 2,280 721 9/24/2003 5,260 26,800 3,750 19,170 54,980 BDL BDL 578 16.8 BDL BDL 3,020 723 2/8/2012 310 10,000 2,900 16,000 29,210 1,200 91 670 BDL BDL BDL 2,900 680 10/13/2016 81.3 5,680 2,850 13,650 22,261.3 261 163 595 BDL BDL BDL 2,720 653 5/17/2017 34.8 2,090 1,500 7,710 11,335 665 220 519 BDL BDL BDL 1,600 BDL 10/26/2017 110 6,100 4,000 19,000 29,210 120 90 890 BDL BDL BDL 4,000 840 5/31/2018 42 2,100 1,400 7,300 10,842 600 200 600 BDL BDL BDL 1,500 640 12/4/2019 33.5 2,280 2,060 10,600 14,974 48.7 29.1 607 BDL BDL BDL 2,580 BDL 5/27/2020 BDL 1,140 1,460 8,760 11,360 80.4 46 501 BDL BDL BDL 2,090 BDL 12/10/2020 BDL 1,030 1,360 7,600 9,990 378 39.2 485 BDL BDL BDL 1,900 BDL 9/24/2003 BDL BDL BDL BDL 0 BDL BDL 1.1 BDL BDL BDL <1 <1 2/8/2012 BDL BDL BDL BDL 0 320 1.4 BDL BDL BDL BDL BDL BDL 9/24/2003 BDL BDL BDL BDL 0 BDL BDL <1 BDL BDL BDL <1 <1 2/8/2012 BDL BDL BDL BDL 0 150 0.57 BDL BDL BDL BDL BDL BDL 10/13/2016 BDL BDL BDL BDL 0 7.3 BDL BDL BDL BDL BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 7 BDL BDL BDL BDL BDL BDL BDL 10/26/2017 BDL BDL BDL BDL 0 8.3 BDL BDL BDL BDL BDL BDL BDL 5/31/2018 BDL BDL BDL BDL 0 28 BDL BDL BDL BDL BDL BDL BDL 6/15/2019 BDL BDL BDL BDL BDL BDL 11 BDL BDL BDL BDL BDL BDL 9/24/2003 866 13 338 1,359 2,576 BDL BDL 22.9 BDL BDL 211 460 77.4 2/8/2012 300 2.8 200 580 1,083 BDL BDL 53 BDL BDL 5.7 360 95 10/13/2016 72.6 0.84 74 224.1 371 BDL BDL 50 BDL BDL 53.6 185 60 5/17/2017 519 5.4 48.9 91 665 BDL BDL 36 BDL 2.5 668 55 29.7 10/26/2017 260 1 130 170 561 BDL BDL 13 BDL BDL 43 76 49 5/31/2018 82 2 25 130 239 BDL BDL 1.6 BDL BDL 4.8 19 17 9/24/2003 138 39 140 900 1,217 BDL BDL 104 BDL BDL BDL 663 168 2/8/2012 3.8 7.9 23 690 725 BDL BDL 190 BDL BDL BDL 1,000 310 10/13/2016 BDL 6.3 21.6 482 510 BDL BDL 111 BDL BDL BDL 700 251 5/17/2017 2.6 4.6 16.4 528 552 BDL BDL 115 BDL BDL BDL 801 BDL 10/26/2017 BDL 2 14 1,100 1,116 BDL BDL 140 BDL BDL BDL 550 830 5/31/2018 1 1 9 370 381 BDL BDL 82 BDL BDL BDL 500 190 6/15/2019 BDL BDL 4.3 136.2 140.5 BDL BDL 31.3 BDL BDL BDL 163 62.5 12/6/2019 BDL BDL 7 189.9 196.9 BDL BDL 27.1 BDL BDL BDL 183 86.5 5/27/2020 BDL BDL 8.8 146.2 155 BDL BDL 57.4 BDL BDL BDL 203 BDL 12/10/2020 BDL BDL 8 143.2 151 BDL BDL 42.4 BDL BDL BDL 183 BDL 9/24/2003 BDL BDL BDL BDL 0 BDL BDL <1 BDL BDL BDL <1 <1 2/8/2012 BDL BDL BDL BDL 0 BDL BDL BDL BDL BDL BDL BDL BDL 10/13/2016 BDL BDL BDL BDL 0 BDL BDL BDL BDL BDL BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 BDL BDL BDL BDL BDL BDL BDL BDL 10/26/2017 BDL BDL BDL BDL 0 BDL BDL BDL BDL BDL BDL BDL BDL 5/31/2018 BDL BDL BDL BDL 0 BDL BDL BDL BDL BDL BDL BDL BDL 12/4/2019 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-1 MW-2 MW-4 MW-7 MW-5 MW-3 MW-6 MW-8 Appendix C1 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Benzene (ug/l) Toluene (ug/l) Ethylbenzene (ug/l) Xylenes (ug/l) TOTAL BTEX (ug/l) PCE (ug/l) TCE (ug/l) Naphthalene (ug/l) EDB (ug/l) 1,2 Dichloroethane (ug/l) MTBE (ug/l) 1,2,4- Trimethylbenze (ug/l) 1,3,5- Trimethylbenze (ug/l) NC GCL Standard 5,000 260,000 84,500 85,500 N/A 700 3,000 6,000 50 400 20,000 28,500 25,000 9/24/2003 BDL BDL BDL BDL 0 BDL BDL 5.8 BDL BDL 19.4 2.6 <1 2/8/2012 BDL BDL BDL BDL 0 7.2 BDL BDL BDL BDL BDL BDL BDL 10/13/2016 BDL BDL BDL BDL 0 6.8 8.3 BDL BDL BDL BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 22.2 BDL BDL BDL BDL BDL BDL BDL 10/26/2017 BDL BDL BDL BDL 0 19 BDL BDL BDL BDL BDL BDL BDL 5/31/2018 BDL BDL BDL BDL 0 21 BDL BDL BDL BDL BDL BDL BDL 12/4/2019 BDL BDL BDL BDL BDL 3.6 BDL BDL BDL BDL BDL BDL BDL 5/29/2020 BDL BDL BDL BDL BDL 2.3 BDL BDL BDL BDL BDL BDL BDL 9/24/2003 <1 <1 <1 <3 BDL NA NA <1 <1 <1 <1 <1 <1 2/8/2012 BDL BDL BDL BDL 0 40 BDL BDL BDL BDL BDL BDL BDL 10/13/2016 BDL BDL BDL BDL 0 4.3 BDL BDL BDL BDL BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 2.7 BDL BDL BDL BDL BDL BDL BDL 10/26/2017 BDL BDL BDL BDL 0 4 BDL BDL BDL BDL BDL BDL BDL 5/31/2018 BDL BDL BDL BDL 0 3.2 BDL BDL BDL BDL BDL BDL BDL 12/5/2019 BDL BDL BDL BDL BDL 1.2 BDL BDL BDL BDL BDL BDL BDL 5/29/2020 BDL BDL BDL BDL 1.4 BDL BDL BDL BDL BDL BDL BDL 9/24/2003 4,590 102,000 2,820 13,350 122,760 BDL BDL BDL BDL BDL BDL BDL BDL 2/25/2004 4,590 102,000 2,820 13,350 122,760 NA NA 326 <100 <100 <100 1,040 302 2/8/2012 2,700 300,000 34,000 210,000 546,700 BDL BDL 87,000 BDL BDL BDL 370,000 95,000 10/13/2016 BDL 1,600,000 365,000 1,904,000 3,869,000 BDL BDL BDL BDL BDL BDL 673,000 BDL 5/17/2017 9/24/2003 1,160 9,320 1,160 5,830 17,470 BDL BDL NA BDL BDL BDL NA NA 2/25/2004 1,160 9,320 1,160 5,830 17,470 NA NA 161 <10 <10 <10 723 137 2/8/2012 800 5,100 1,000 5,700 12,600 BDL BDL 130 BDL BDL BDL 810 130 10/13/2016 19 153 130 483 845 BDL BDL 16.4 BDL BDL BDL 92 81 5/17/2017 312 2,000 621 2,557 5,490 BDL BDL 70.7 BDL BDL BDL 370 163 10/26/2017 29 16 57 130 232 BDL BDL 18 BDL 0.53 BDL 50 97 5/31/2018 170 350 340 970 1,830 BDL BDL 39 BDL BDL BDL 190 130 10/13/2016 133 192 102 313 740 12 BDL 69.3 BDL 14.4 1,360 83.1 38.9 5/17/2017 140 628 182 955 1,905 11.6 BDL 174 BDL 11.9 1,070 233 BDL 10/26/2017 240 2,300 590 4,000 7,130 19 BDL 360 BDL 13 1,500 720 250 5/31/2018 49 54 65 280 448 7.4 1.2 66 BDL 5.4 800 87 30 6/15/2019 2.7 11.8 14.1 91.3 119.9 12.3 BDL 11.6 BDL 2.1 175 31.1 13.6 12/5/2019 7.6 173 80.5 466 727.1 9.8 BDL 51.9 BDL 1.5 160 141 51.8 5/29/2020 BDL 24 18.1 106.9 149 13.1 BDL 11.1 BDL 0.57 44.3 39.2 BDL 12/10/2020 1.6 98.5 64.4 398 563 9.3 BDL 34.6 BDL BDL 34.7 130 42.3 10/13/2016 5,980 26,600 2,540 15,330 50,450 BDL BDL 752 BDL BDL BDL 2,210 573 5/17/2017 1,390 9,960 2,110 13,330 26,790 BDL BDL 837 BDL BDL 68.3 2,500 BDL 10/26/2017 3,100 19,000 2,600 17,000 41,700 BDL BDL 720 BDL BDL 260 3,300 960 5/31/2018 4,500 28,000 3,300 21,000 56,800 BDL BDL 880 BDL BDL 260 3,000 820 6/15/2019 2,960 14,500 1,920 12,510 31,890 BDL BDL 574 BDL BDL 541 2,160 616 12/4/2019 3,100 14,800 1,850 12,540 32,290 BDL BDL 698 BDL BDL 829 2,300 629 5/27/2020 3,320 13,500 1,800 11,890 30,510 BDL BDL 602 BDL BDL 999 2,130 BDL 12/11/2020 4,040 14,300 1,980 13,120 33,440 BDL BDL 719 BDL 68.6 1,570 2,240 619 MW-11 MW-9 MW-10 NOT SAMPLED DUE TO PRESENCE OF PRODUCT MW-13 MW-14 MW-12 Appendix C1 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Benzene (ug/l) Toluene (ug/l) Ethylbenzene (ug/l) Xylenes (ug/l) TOTAL BTEX (ug/l) PCE (ug/l) TCE (ug/l) Naphthalene (ug/l) EDB (ug/l) 1,2 Dichloroethane (ug/l) MTBE (ug/l) 1,2,4- Trimethylbenze (ug/l) 1,3,5- Trimethylbenze (ug/l) NC GCL Standard 5,000 260,000 84,500 85,500 N/A 700 3,000 6,000 50 400 20,000 28,500 25,000 10/13/2016 10,400 41,200 6,160 33,200 90,960 BDL BDL 4,190 BDL BDL BDL 23,900 3,230 5/17/2017 1,460 5,440 2,220 11,540 20,660 BDL BDL 1,130 34.1 38.4 BDL 7,580 2,280 10/26/2017 6,500 9,900 1,800 9,400 27,600 BDL BDL 750 44 43 70 3,500 950 5/31/2018 8,900 25,000 2,700 14,000 50,600 BDL BDL 500 150 160 520 2,600 700 6/15/2019 135 297 58.8 350 840.8 BDL BDL 20.8 1.9 6.3 19.4 104 29.3 12/4/2019 4470 11500 1150 6210 23,330 BDL BDL 281 60 95.5 288 912 BDL 5/27/2020 1,750 3,720 485 3,420 9,375 BDL BDL 203 19.4 44.2 160 794 BDL 12/10/2020 6,170 14,000 1,520 8,310 30,000 BDL BDL 325 BDL 176 621 1,250 338 7/16/2021 6,770 14,500 1,620 8,400 31,290 NA NA 357 77.2 178 807 1,250 BDL 12/20/2021 6,460 17,900 1,720 9,150 35,230 BDL BDL BDL BDL BDL BDL 1,210 341 6/7/2022 8,330 18,900 2,000 10,430 39,660 BDL BDL 469 94.1 158 896 1,510 355 12/29/2022 4,760 9,570 1,380 7,360 23,070 BDL BDL 354 BDL 142 837 BDL BDL 10/13/2016 BDL BDL BDL BDL 0 408 4.1 BDL BDL 8.9 BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 303 2.6 BDL BDL BDL BDL BDL BDL 10/26/2017 BDL BDL BDL BDL 0 560 4.9 BDL BDL BDL BDL BDL BDL 5/31/2018 BDL BDL BDL BDL 0 230 2.3 BDL BDL BDL BDL BDL BDL 12/6/2019 BDL BDL BDL BDL BDL 10.5 BDL BDL BDL BDL BDL BDL BDL 5/27/2020 BDL BDL BDL BDL BDL 14.3 BDL BDL BDL BDL BDL BDL BDL 10/13/2016 3,050 1,300 959 5,638 10,947 13.7 BDL 353 BDL 16.4 BDL 1,340 279 5/17/2017 1,690 420 456 2,779 5,345 35.5 10.4 180 BDL 9.6 1,760 714 BDL 10/26/2017 1,400 170 250 2,100 3,920 44 12 120 BDL 5.5 2,200 530 120 5/31/2018 2,100 460 300 3,400 6,260 18 13 130 BDL 7.5 2,100 710 160 10/13/2016 1,520 9,640 1,030 5,320 17,510 32.7 BDL 192 BDL BDL 1,620 1,140 230 5/17/2017 2,140 23,400 1,430 7,550 34,520 BDL BDL 309 BDL BDL 1,450 1,420 BDL 10/26/2017 1,700 6,000 620 3,700 12,020 33 BDL 130 BDL 30 2,700 710 140 5/31/2018 3,300 5,800 760 4,800 14,660 70 BDL 190 BDL 20 6,600 1,200 210 6/15/2019 2,110 4,080 663 3,576 10,429 BDL BDL 137 BDL 38.8 5,530 792 BDL 12/6/2019 2,620 19,700 1650 8,700 32,670 BDL BDL 386 BDL BDL 5,690 1660 390 5/29/2020 2,690 10,400 1,060 5,600 19,750 BDL BDL 277 BDL BDL 6,340 1,220 BDL 12/11/2020 2,770 20,300 1,850 9,510 34,430 BDL BDL 346 BDL BDL 5,740 1,600 375 10/13/2016 5.1 61.5 153 1,934 2,154 181 BDL 194 BDL BDL BDL 1,320 453 5/17/2017 6 19 27 848 900 102 BDL 109 BDL BDL BDL 881 228 10/26/2017 30 2,700 1,600 9,900 14,230 100 BDL 430 BDL BDL BDL 3,100 830 5/31/2018 14 1,500 1,500 9,300 12,314 85 BDL 380 BDL BDL BDL 3,200 850 6/15/2019 24.7 1,060 1,010 6,360 8,455 71.6 BDL 367 BDL BDL BDL 2,170 729 12/6/2019 338 19,900 1,950 10,070 32,258 BDL BDL BDL BDL BDL BDL 1,830 563 5/29/2020 117 7,400 1,490 7,190 16,197 27.6 BDL 335 BDL BDL BDL 1,880 669 12/11/2020 397 30,900 2,910 15,830 50,037 BDL BDL 452 BDL BDL BDL 2,280 699 10/13/2016 BDL BDL BDL BDL 0 19.3 BDL BDL BDL BDL BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 16.9 BDL BDL BDL BDL BDL BDL BDL 10/26/2017 BDL BDL BDL BDL 0 21 BDL BDL BDL BDL BDL BDL BDL 5/31/2018 BDL BDL BDL BDL 0 15 BDL BDL BDL BDL BDL BDL BDL 6/15/2019 BDL 2.6 2.3 15.9 20.8 9.5 BDL 2.9 BDL BDL BDL 6.9 BDL 12/6/2019 BDL BDL BDL BDL BDL 16.9 BDL BDL BDL BDL BDL BDL BDL 5/29/2020 BDL BDL BDL BDL BDL 18 BDL BDL BDL BDL BDL BDL BDL MW-18 MW-15 MW-16 MW-17 MW-19 MW-20 Appendix C1 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Benzene (ug/l) Toluene (ug/l) Ethylbenzene (ug/l) Xylenes (ug/l) TOTAL BTEX (ug/l) PCE (ug/l) TCE (ug/l) Naphthalene (ug/l) EDB (ug/l) 1,2 Dichloroethane (ug/l) MTBE (ug/l) 1,2,4- Trimethylbenze (ug/l) 1,3,5- Trimethylbenze (ug/l) NC GCL Standard 5,000 260,000 84,500 85,500 N/A 700 3,000 6,000 50 400 20,000 28,500 25,000 9/24/2003 599 294 25.5 287 1,206 BDL BDL 15.1 BDL 60.5 34.2 26.9 2.6 2/8/2012 6,800 6,800 1,200 5,700 20,500 BDL BDL 310 BDL 260 70 870 220 10/13/2016 5,410 5,960 893 5,290 17,553 BDL BDL 370 BDL 561 1,720 869 224 5/17/2017 7,670 12,000 1,120 5,990 26,780 BDL BDL 365 56 509 2,830 730 BDL 10/25/2017 13,000 18,000 1,700 9,800 42,500 BDL BDL 400 BDL 1,000 6,400 1,100 270 6/1/2018 8,800 16,000 940 9,100 34,840 BDL BDL 360 80 1,100 7,300 990 300 6/15/2019 7,900 10,900 1,270 6,750 26,820 BDL BDL 265 BDL 588 2,760 896 236 12/4/2019 7,680 10,600 1,390 7,480 27,150 BDL BDL 312 BDL 605 2,830 1010 253 5/29/2020 6,050 8,210 1,060 5,530 20,850 BDL BDL 270 33.6 401 1,680 851 BDL 12/11/2020 6,700 9,510 1,140 6,170 23,520 BDL BDL 283 BDL 514 2,620 749 202 7/16/2021 BDL BDL BDL BDL BDL NA NA BDL BDL BDL BDL BDL BDL 12/20/2021 2,430 3,720 296 2,168 8,614 BDL BDL BDL BDL 323 1,590 235 BDL 9/24/2003 87 BDL BDL 77 164 BDL BDL BDL BDL 106 19.1 BDL BDL 2/28/2004 87.2 <1.0 <1.0 77 164.2 NA NA NA 0.23 106 19.1 NA NA 2/8/2012 37 BDL BDL 1,000 1,037 BDL BDL BDL BDL 38 BDL BDL BDL 10/13/2016 BDL BDL BDL BDL 0 BDL BDL BDL BDL BDL 10.8 BDL BDL 5/17/2017 462 83 41 381 966 36.8 5.5 39.2 BDL 14.9 537 83 BDL 10/25/2017 710 4 38 300 1,052 6 2.3 50 BDL 24 840 110 47 6/1/2018 BDL BDL BDL BDL 0 1 BDL BDL BDL BDL 10.8 BDL BDL 6/15/2019 BDL 0.61 BDL 1.1 1.71 BDL BDL BDL BDL BDL 0.74 0.77 BDL 9/24/2003 94 184 21 125 424 BDL BDL BDL BDL 110 27.9 BDL BDL 2/27/2004 93.5 184 20.8 125.3 423.6 NA NA NA 0.18 110 27.9 NA NA 2/8/2012 400 BDL 6.9 BDL 407 3.8 BDL 18 BDL 21 BDL 50 BDL 10/13/2016 110 0.84 2.5 BDL 113 1.3 BDL 11.4 BDL 9.2 BDL 25.2 5 5/17/2017 104 BDL 3 128 235 2.6 BDL 7.2 BDL 9.2 BDL 18 5 10/25/2017 770 1 17 130 918 BDL BDL 41 BDL 41 0.65 93 16 6/1/2018 960 2,300 130 3,900 7,290 BDL BDL 230 BDL 49 13 620 190 6/15/2019 637 218 68.8 606 1529.8 BDL BDL 50.2 BDL 32.5 BDL 152 38.2 12/4/2019 7 0.83 BDL BDL 7.83 BDL BDL BDL BDL BDL BDL 2.5 0.69 5/29/2020 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/13/2016 BDL BDL BDL BDL 0 46.6 7.8 BDL BDL BDL BDL BDL BDL 5/17/2017 BDL BDL BDL BDL 0 33.6 5.5 BDL BDL BDL BDL BDL BDL 10/25/2017 BDL BDL BDL BDL 0 66 9.6 BDL BDL BDL BDL BDL BDL 6/1/2018 BDL BDL BDL BDL 0 4.1 0.5 BDL BDL BDL BDL BDL BDL 6/15/2019 0.57 1.1 BDL BDL 1.67 9.9 2.7 BDL BDL BDL BDL BDL BDL 12/5/2019 16.6 BDL BDL BDL 16.6 1.8 BDL BDL BDL BDL BDL BDL BDL 5/27/2020 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL Notes: EDB = 1,2-Dibromoethane MTBE = Methyl-tert-butyl-ether PCE = Tetrachloroethylene TCE = Trichloroethylene N/A = Not Applicable Bold and Highlighted values exceed the GCL Standards NSE = No Standard Established All results reported in micrograms per liter (ug/l) GCL Standard = NC Gross Contamination Levels for groundwater. BDL = Below Detection Limits NA = Not Analyzed DW-1 VEW-4 DW-2 DW-3 Appendix C2 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled 1,2- Dichloropropane Acetone Bromodichlorom ethane Chloroform cis-1,2- Dichloroethene Diisopropyl Ether (DIPE)Isopropylbenzene Lead (3030C)Methyl Butyl Ketone Methyl Ethyl Ketone Methyl Isobutyl Ketone NC GCL Standard 600 600,000 NSE 70,000 70,000 70,000 25,000 15,000 NSE 4,000,000 100,000 5/4/2003 NA 2,940 NA <5 NA NA 68.9 <5 NA NA NA 9/24/2003 NA 2,820 NA <10 NA NA 100 6.9 NA NA NA 2/8/2012 NA NA NA BDL NA 100 96 BDL 38 120 56 5/4/2003 NA <200 NA <20 NA NA 162 <5 NA NA NA 9/24/2003 NA <200 NA <20 NA NA 131 7.45 NA NA NA 2/8/2012 NA NA NA BDL NA BDL BDL BDL BDL BDL BDL 5/4/2003 NA <100 NA <10 NA NA 189 <5 NA NA NA 9/24/2003 NA <200 NA <20 NA NA 158 NA NA NA NA 2/8/2012 NA NA NA BDL NA BDL 140 BDL 77 BDL BDL 10/13/2016 NA NA NA BDL NA BDL 129 75.3 NA NA NA 5/17/2017 NA NA NA NA NA BDL 84.1 NA NA NA NA 10/26/2017 NA BDL NA NA NA NA 200 NA 110 NA 38 5/31/2018 NA BDL NA BDL NA BDL 140 NA 70 NA BDL 6/15/2019 NA NA NA NA NA NA NA NA NA NA NA 12/4/2019 BDL NA BDL BDL BDL BDL 128 NA NA NA NA 5/27/2020 BDL NA BDL BDL BDL BDL 103 NA NA NA NA 12/10/2020 BDL NA BDL BDL BDL BDL 97.6 NA NA NA NA 9/24/2003 NA <10 NA 1.2 NA NA <1 NA NA NA NA 2/8/2012 NA NA NA 0.96 NA BDL BDL BDL BDL BDL BDL 9/24/2003 NA 14.2 NA <1 NA NA <1 NA NA NA NA 2/8/2012 NA NA NA 0.26 NA BDL BDL BDL BDL BDL BDL 10/13/2016 NA NA NA BDL NA BDL BDL 16.6 NA NA NA 5/17/2017 NA NA NA NA NA BDL BDL NA NA NA NA 10/26/2017 NA BDL NA NA NA NA BDL NA BDL NA BDL 5/31/2018 NA BDL NA BDL NA BDL BDL NA BDL NA BDL 6/15/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 9/24/2003 NA <10 NA <1 NA NA 23.4 NA NA NA NA 2/8/2012 NA NA NA BDL NA BDL 25 BDL BDL BDL BDL 10/13/2016 NA NA NA BDL NA 3.9 BDL 62.6 NA NA NA 5/17/2017 NA NA NA NA NA 24.8 11.4 NA NA NA NA 10/26/2017 NA BDL NA NA NA NA 23 NA BDL NA 2 5/31/2018 NA 23 NA BDL NA BDL 1.7 NA 1.5 NA 2.9 9/24/2003 NA 150 NA <1 NA NA 42 NA NA NA NA 2/8/2012 NA NA NA BDL NA BDL 27 BDL BDL BDL BDL 10/13/2016 NA NA NA BDL NA BDL 23.5 21.2 NA NA NA 5/17/2017 NA NA NA NA NA BDL 31.4 NA NA NA NA 10/26/2017 NA 22 NA NA NA NA 76 NA BDL NA BDL 5/31/2018 NA 23 NA BDL NA BDL 17 NA BDL NA 1.6 6/15/2019 BDL NA BDL BDL BDL BDL 6.6 NA NA NA NA 12/6/2019 BDL NA BDL BDL BDL BDL 7.7 NA NA NA NA 5/27/2020 BDL NA BDL BDL BDL BDL 9.5 NA NA NA NA 12/10/2020 BDL NA BDL BDL BDL BDL 9.7 NA NA NA NA 9/24/2003 NA <10 NA <1 NA NA <1 NA NA NA NA 2/8/2012 NA NA NA NA NA NA NA BDL NA NA NA 10/13/2016 NA NA NA BDL NA BDL BDL BDL NA NA NA 5/17/2017 NA NA NA NA NA BDL BDL NA NA NA NA 10/26/2017 NA BDL NA NA NA NA BDL NA BDL NA BDL 5/31/2018 NA BDL NA BDL NA BDL BDL NA BDL NA BDL 12/4/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA MW-1 MW-2 MW-3 MW-4 MW-7 MW-5 MW-6 MW-8 Appendix C2 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled 1,2- Dichloropropane Acetone Bromodichlorom ethane Chloroform cis-1,2- Dichloroethene Diisopropyl Ether (DIPE)Isopropylbenzene Lead (3030C)Methyl Butyl Ketone Methyl Ethyl Ketone Methyl Isobutyl Ketone NC GCL Standard 600 600,000 NSE 70,000 70,000 70,000 25,000 15,000 NSE 4,000,000 100,000 9/24/2003 NA 76.2 NA <1 NA NA <1 NA NA NA NA 2/8/2012 NA NA NA BDL NA BDL BDL BDL BDL BDL BDL 10/13/2016 NA NA NA BDL 0.93 BDL BDL 175 NA NA NA 5/17/2017 NA NA NA NA NA BDL BDL NA NA NA NA 10/26/2017 NA BDL NA NA NA NA BDL NA BDL NA BDL 5/31/2018 NA BDL NA BDL BDL BDL BDL NA BDL NA BDL 12/4/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 9/24/2003 NA <10 NA <1 NA NA <1 <5 NA NA NA 2/8/2012 NA NA NA BDL NA BDL BDL BDL BDL BDL BDL 10/13/2016 NA NA NA BDL BDL BDL BDL 5.1 NA NA NA 5/17/2017 NA NA NA NA NA BDL BDL NA NA NA NA 10/26/2017 NA 5 NA NA NA NA BDL NA BDL NA BDL 5/31/2018 NA 5 NA BDL BDL BDL BDL NA BDL NA BDL 12/5/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA NA 2/25/2004 NA <1000 NA NA NA NA <100 <5 NA NA NA 2/8/2012 NA NA NA NA NA BDL 4,300 BDL BDL NA BDL 10/13/2016 NA NA NA BDL BDL BDL BDL BDL NA NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA NA 2/25/2004 NA 300 NA NA NA NA <10 <5 NA NA NA 2/8/2012 NA NA NA NA NA BDL BDL BDL 180 BDL 130 10/13/2016 NA NA NA BDL BDL BDL 9.7 182 NA NA NA 5/17/2017 NA NA NA NA NA BDL 23.7 NA NA NA NA 10/26/2017 NA BDL NA NA NA NA 13 NA 1.3 NA 7.8 5/31/2018 NA BDL NA BDL BDL BDL 19 NA BDL NA 11 10/13/2016 NA NA NA BDL BDL 77.7 18.3 9.5 NA NA NA 5/17/2017 NA NA NA NA NA 59 26.7 NA NA NA NA 10/26/2017 NA 84 NA NA NA NA 53 NA 38 NA 27 5/31/2018 NA 15 NA BDL 1.8 38 38 NA 3.2 NA 4.1 6/15/2019 BDL NA BDL BDL BDL 7 4 NA NA NA NA 12/5/2019 BDL NA BDL BDL BDL BDL 11 NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL 2 3.0 NA NA NA NA 12/10/2020 BDL NA BDL BDL BDL BDL 9.1 NA NA NA NA 10/13/2016 NA NA NA NA NA BDL BDL 30.9 NA NA NA 5/17/2017 NA NA NA NA NA BDL 108 NA NA NA NA 10/26/2017 NA NA NA NA NA NA 160 NA BDL NA BDL 5/31/2018 NA BDL BDL BDL BDL BDL 160 NA 75 BDL BDL 6/15/2019 BDL NA BDL BDL BDL BDL 104 NA NA NA NA 12/4/2019 BDL NA BDL BDL BDL 58.6 102 NA NA NA NA 5/27/2020 BDL NA BDL BDL BDL 90.4 101 NA NA NA NA 12/11/2020 BDL NA BDL BDL BDL 156 107 NA NA NA NA MW-9 MW-10 MW-11 MW-12 MW-13 MW-14 Appendix C2 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled 1,2- Dichloropropane Acetone Bromodichlorom ethane Chloroform cis-1,2- Dichloroethene Diisopropyl Ether (DIPE)Isopropylbenzene Lead (3030C)Methyl Butyl Ketone Methyl Ethyl Ketone Methyl Isobutyl Ketone NC GCL Standard 600 600,000 NSE 70,000 70,000 70,000 25,000 15,000 NSE 4,000,000 100,000 10/13/2016 NA NA NA NA NA BDL BDL 10.1 NA NA NA 5/17/2017 NA NA NA NA NA 49.8 375 NA NA NA NA 10/26/2017 NA NA NA NA NA NA 240 NA 51 NA 29 5/31/2018 NA 1,500 BDL BDL BDL 210 140 NA 280 670 140 6/15/2019 BDL NA BDL BDL BDL 8.2 4.3 NA NA NA NA 12/4/2019 BDL NA BDL BDL BDL 130.0 BDL NA NA NA NA 5/27/2020 BDL NA BDL BDL BDL 73 33.6 NA NA NA NA 12/10/2020 BDL NA BDL BDL BDL 258 82.7 NA NA NA NA 7/16/2021 BDL NA BDL BDL BDL 267 79.2 NA NA NA NA 12/20/2021 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 6/7/2022 BDL NA BDL BDL BDL 244 93.2 NA NA NA NA 12/29/2022 BDL 1,360 BDL BDL BDL 208 BDL NA NA NA NA 10/13/2016 BDL NA NA NA NA BDL BDL 110 NA NA NA 5/17/2017 NA NA NA NA NA BDL BDL NA NA NA NA 10/26/2017 NA NA NA NA NA NA BDL NA BDL NA BDL 5/31/2018 NA BDL 3.1 24 4 BDL BDL NA BDL BDL BDL 12/6/2019 BDL NA 3.7 28 BDL BDL BDL NA NA NA NA 5/27/2020 BDL NA 2.3 17.4 BDL BDL BDL NA NA NA NA 10/13/2016 NA NA NA NA NA 117 54 BDL NA NA NA 5/17/2017 NA NA NA NA NA 76.9 29 NA NA NA NA 10/26/2017 NA NA NA NA NA NA 19 NA BDL NA BDL 5/31/2018 NA BDL BDL BDL BDL 76 26 NA 11 BDL 15 10/13/2016 NA NA NA NA NA 112 56.6 234 NA NA NA 5/17/2017 NA NA NA NA NA 101 71.8 NA NA NA NA 10/26/2017 NA NA NA NA NA NA 39 NA 23 NA BDL 5/31/2018 NA 56 BDL BDL BDL 250 53 NA 24 BDL 26 6/15/2019 BDL NA BDL BDL BDL 216 41.1 NA NA NA NA 12/6/2019 BDL NA BDL BDL BDL 181 70.3 NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL 226 58.1 NA NA NA NA 12/11/2020 BDL NA BDL BDL BDL 195 83.5 NA NA NA NA 10/13/2016 NA NA NA NA NA BDL 60 BDL NA NA NA 5/17/2017 NA NA NA NA NA BDL 41.4 NA NA NA NA 10/26/2017 NA 71 NA NA NA NA 110 NA 22 NA 18 5/31/2018 NA 57 NA NA BDL BDL 110 NA 25 BDL 30 6/15/2019 BDL NA BDL BDL BDL BDL 86.8 NA NA NA NA 12/6/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL BDL 75.5 NA NA NA NA 12/11/2020 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 10/13/2016 NA NA NA NA NA BDL BDL BDL NA NA NA 5/17/2017 NA NA NA NA NA BDL BDL NA NA NA NA 10/26/2017 NA BDL NA NA NA NA BDL NA BDL NA BDL 5/31/2018 NA BDL NA NA BDL BDL BDL NA BDL BDL BDL 6/15/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 12/6/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL BDL BDL NA NA NA NA MW-19 MW-20 MW-15 MW-18 MW-16 MW-17 Appendix C2 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled 1,2- Dichloropropane Acetone Bromodichlorom ethane Chloroform cis-1,2- Dichloroethene Diisopropyl Ether (DIPE)Isopropylbenzene Lead (3030C)Methyl Butyl Ketone Methyl Ethyl Ketone Methyl Isobutyl Ketone NC GCL Standard 600 600,000 NSE 70,000 70,000 70,000 25,000 15,000 NSE 4,000,000 100,000 9/24/2003 NA 54.8 NA 1.7 NA NA 3 NA NA NA NA 2/8/2012 NA NA NA NA NA 220 61 BDL BDL NA 48 10/13/2016 NA NA NA NA NA 798 44 10.9 NA NA NA 5/17/2017 NA NA NA NA NA 665 52.2 NA NA NA NA 10/25/2017 NA 770 NA NA NA NA 71 NA 140 NA 160 6/1/2018 NA 950 NA NA BDL 1,400 37 NA 170 660 160 6/15/2019 BDL NA BDL BDL BDL 839 59.3 NA NA NA NA 12/4/2019 BDL NA BDL BDL BDL 770 68.3 NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL 636 59.7 NA NA NA NA 12/11/2020 BDL NA BDL BDL BDL 761 58.3 NA NA NA NA 7/16/2021 BDL NA BDL BDL BDL 761 BDL NA NA NA NA 12/20/2021 BDL NA BDL BDL BDL 474 BDL NA NA NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA NA 2/28/2004 NA NA NA NA NA NA 9.9 <5 NA NA NA 2/8/2012 NA NA NA NA NA 94 BDL BDL BDL NA BDL 10/13/2016 NA NA NA NA NA 0.95 BDL 10.2 NA NA NA 5/17/2017 NA NA NA NA NA 40.5 6.6 NA NA NA NA 10/25/2017 NA BDL NA NA NA NA 9.4 NA BDL NA BDL 6/1/2018 NA BDL NA NA BDL BDL BDL NA BDL BDL BDL 6/15/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA NA 2/27/2004 NA NA NA NA NA NA 3.2 <5 NA NA NA 2/8/2012 NA NA NA NA NA 5.2 4.5 BDL BDL NA BDL 10/13/2016 NA NA NA NA NA 2.5 BDL BDL NA NA NA 5/17/2017 NA NA NA NA NA 1.7 1.6 NA NA NA NA 10/25/2017 NA BDL NA NA NA NA 7.7 NA BDL NA BDL 6/1/2018 NA BDL NA NA BDL 18 10 NA BDL BDL BDL 6/15/2019 BDL NA BDL BDL BDL 7.8 11.2 NA NA NA NA 12/4/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 5/29/2020 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 10/13/2016 0.58 NA NA NA NA BDL BDL BDL NA NA NA 5/17/2017 0.52 NA NA NA 5 BDL BDL NA NA NA NA 10/25/2017 NA NA NA NA NA NA BDL NA NA NA NA 6/1/2018 BDL 5.5 NA NA BDL BDL BDL NA NA NA NA 6/15/2019 BDL NA BDL BDL 1.6 BDL BDL NA NA NA NA 12/5/2019 BDL NA BDL BDL BDL BDL BDL NA NA NA NA 5/27/2020 BDL NA BDL BDL BDL BDL BDL NA NA NA NA Notes: All results reported in micrograms per liter (ug/l) GCL Standard = NC Gross Contamination Levels for groundwater. BDL = Below Detection Limits Bold values exceed the GCL Standards NSE = No Standard Established NA = Not Analyzed DW-1 DW-3 VEW-4 DW-2 Appendix C3 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Methylene Chloride n-butylbenzene n-propylbenzene p- Isopropyltoluene 2-Hexanone sec- butylbenzene Styrene tert- butylbenzene Isopropyl Ether Carbon disulfide NC GCL Standard 5,000 6,900 30,000 NSE 28,000 8,500 70,000 15,000 70,000 410 5/4/2003 NA 22.9 146 NA 243 6.4 NA NA 1,110 <5 9/24/2003 NA 42.7 231 NA 276 10.4 NA NA NA <10 2/8/2012 NA 44 210 29 NA 20 BDL NA NA NA 5/4/2003 NA 58.1 352 NA <100 <20 NA NA 222 <20 9/24/2003 NA 42.4 276 NA <100 <20 NA NA NA <20 2/8/2012 NA BDL 460 BDL NA BDL BDL NA NA NA 5/4/2003 NA 82.7 472 NA <50 27.1 NA NA 22.9 <10 9/24/2003 NA 89.9 411 NA 423 <20 NA NA NA <20 2/8/2012 NA 59 380 BDL NA BDL BDL NA NA NA 10/13/2016 NA BDL 374 BDL NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 34 16 BDL NA NA 5/31/2018 NA 63 370 13 NA 23 13 BDL NA NA 12/4/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/27/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/10/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 9/24/2003 NA <1 <1 NA <5 <1 NA NA NA <1 2/8/2012 NA BDL BDL BDL NA BDL BDL NA NA NA 9/24/2003 NA <1 <1 NA <5 <1 NA NA NA <1 2/8/2012 NA BDL BDL BDL NA BDL BDL NA NA NA 10/13/2016 NA BDL BDL BDL NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL BDL BDL NA NA 5/31/2018 NA BDL BDL BDL NA BDL BDL BDL NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 9/24/2003 NA 10.5 32.1 NA NA 5.6 NA NA NA <1 2/8/2012 NA 8.3 43 NA NA 9.3 BDL NA NA NA 10/13/2016 NA BDL 25.9 NA NA 8.9 BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 5.5 BDL BDL NA NA 5/31/2018 NA BDL 1.7 NA NA 0.56 BDL BDL NA NA 9/24/2003 NA 36.4 67.4 NA NA 26 NA NA NA <1 2/8/2012 NA 36 50 NA NA 46 BDL NA NA NA 10/13/2016 NA BDL 48.3 NA NA 30.6 BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 160 BDL 12 NA NA 5/31/2018 NA 24 27 NA NA 15 BDL 1.6 NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 12/6/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/27/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/10/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 9/24/2003 NA <1 <1 NA NA <1 NA NA NA <1 2/8/2012 NA NA NA NA NA NA NA NA NA NA 10/13/2016 NA BDL BDL NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL BDL BDL NA NA 5/31/2018 NA BDL BDL NA NA BDL BDL BDL NA NA 12/4/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA MW-1 MW-2 MW-4 MW-6 MW-5 MW-3 MW-7 MW-8 Appendix C3 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Methylene Chloride n-butylbenzene n-propylbenzene p- Isopropyltoluene 2-Hexanone sec- butylbenzene Styrene tert- butylbenzene Isopropyl Ether Carbon disulfide NC GCL Standard 5,000 6,900 30,000 NSE 28,000 8,500 70,000 15,000 70,000 410 9/24/2003 NA <1 <1 NA NA <1 NA NA NA <1 2/8/2012 NA BDL BDL NA NA BDL BDL NA NA NA 10/13/2016 NA BDL BDL NA NA BDL NA NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL NA NA NA NA 5/31/2018 NA BDL BDL NA NA BDL NA NA NA NA 12/4/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 9/24/2003 NA <1 <1 NA NA <1 NA NA NA <1 2/8/2012 NA BDL BDL NA NA BDL BDL NA NA NA 10/13/2016 NA BDL BDL NA NA BDL NA NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL NA NA NA NA 5/31/2018 NA BDL BDL NA NA BDL NA NA NA NA 12/5/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA 2/25/2004 NA NA NA NA NA NA NA NA NA <100 2/8/2012 NA 10,000 27,000 NA NA 5,200 BDL NA NA NA 10/13/2016 NA BDL BDL NA NA BDL NA NA NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA 2/25/2004 NA NA NA NA NA NA NA NA NA <10 2/8/2012 NA BDL 98 NA NA BDL BDL NA NA NA 10/13/2016 NA BDL 16.9 NA NA BDL NA NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 2.5 NA NA NA NA 5/31/2018 NA BDL 36 NA NA 15 NA NA NA NA 10/13/2016 NA BDL 24.3 NA NA BDL NA NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 6.9 NA NA NA NA 5/31/2018 NA 9 18 NA NA 3.5 NA NA NA NA 6/15/2019 BDL BDL 5.2 NA NA BDL BDL BDL 6.8 NA 12/5/2019 BDL 5 23.7 NA NA BDL BDL BDL BDL NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/10/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 10/13/2016 519 BDL 305 NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL BDL NA NA NA 5/31/2018 BDL BDL 390 NA NA 140 BDL NA NA NA 6/15/2019 BDL BDL 252 NA NA BDL BDL BDL BDL NA 12/4/2019 BDL BDL 259 NA NA BDL BDL BDL 58.6 NA 5/27/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/11/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA MW-14 MW-13 MW-9 MW-10 MW-11 MW-12 Appendix C3 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Methylene Chloride n-butylbenzene n-propylbenzene p- Isopropyltoluene 2-Hexanone sec- butylbenzene Styrene tert- butylbenzene Isopropyl Ether Carbon disulfide NC GCL Standard 5,000 6,900 30,000 NSE 28,000 8,500 70,000 15,000 70,000 410 10/13/2016 BDL BDL 1,660 NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 82 25 NA NA NA 5/31/2018 BDL 51 390 NA NA 150 BDL NA NA NA 6/15/2019 BDL BDL 10.2 NA NA BDL BDL BDL 8.2 NA 12/4/2019 BDL BDL BDL NA NA BDL BDL BDL 130 NA 5/27/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/10/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 7/16/2021 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/20/2021 BDL BDL BDL NA NA BDL BDL BDL NA NA 6/7/2022 BDL BDL 227 NA NA BDL BDL BDL NA NA 12/29/2022 BDL BDL NA NA NA NA BDL NA NA NA 10/13/2016 BDL BDL BDL NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL BDL NA NA NA 5/31/2018 BDL BDL BDL NA NA BDL BDL NA NA NA 12/6/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/27/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 10/13/2016 BDL BDL 127 NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL BDL NA NA NA 5/31/2018 BDL 8.3 44 NA NA 16 BDL NA NA NA 10/13/2016 106 BDL 161 NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 5.1 8.5 NA NA NA 5/31/2018 BDL 31 140 NA NA 23 BDL NA NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL 216 NA 12/6/2019 BDL BDL 224 NA NA BDL BDL BDL 181 NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/11/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 10/13/2016 NA BDL 64.3 NA NA BDL BDL NA NA NA 5/17/2017 NA 16.8 NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA 14 BDL NA NA NA 5/31/2018 NA BDL 220 NA NA 24 BDL NA NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 12/6/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/11/2020 BDL BDL 273 NA NA BDL BDL BDL NA NA 10/13/2016 NA BDL BDL NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/26/2017 NA NA NA NA NA BDL BDL NA NA NA 5/31/2018 NA BDL BDL NA NA BDL BDL NA NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 12/6/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA MW-15 MW-20 MW-18 MW-19 MW-16 MW-17 Appendix C3 - Groundwater Analytical Data Groundwater Monitoring and Sampling Report - 2H2022 Former Gant Oil Company #823 4325 Old Rural Hall Road, Winston-Salem, North Carolina Well ID Date Sampled Methylene Chloride n-butylbenzene n-propylbenzene p- Isopropyltoluene 2-Hexanone sec- butylbenzene Styrene tert- butylbenzene Isopropyl Ether Carbon disulfide NC GCL Standard 5,000 6,900 30,000 NSE 28,000 8,500 70,000 15,000 70,000 410 9/24/2003 NA <1 3.1 NA NA <1 NA NA NA 1.9 2/8/2012 NA BDL 120 NA NA BDL BDL NA NA NA 10/13/2016 NA BDL 92.4 NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/25/2017 NA NA NA NA NA BDL BDL NA NA NA 6/1/2018 NA BDL 43 NA NA BDL BDL NA NA NA 6/15/2019 BDL BDL 136 NA NA BDL BDL BDL 839 NA 12/4/2019 BDL BDL 165 NA NA BDL BDL BDL 770 NA 5/29/2020 BDL 25.2 BDL NA NA BDL BDL BDL NA NA 12/11/2020 BDL BDL 134 NA NA BDL BDL BDL NA NA 7/16/2021 BDL BDL BDL NA NA BDL BDL BDL NA NA 12/20/2021 BDL BDL BDL NA NA BDL BDL BDL NA NA 9/24/2003 NA NA NA NA NA NA NA NA NA NA 2/28/2004 NA NA NA NA NA NA NA NA NA NA 2/8/2012 NA BDL BDL NA NA BDL BDL NA NA NA 10/13/2016 NA BDL BDL NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/25/2017 NA NA NA NA NA 1.6 BDL NA NA NA 6/1/2018 NA BDL BDL NA NA BDL BDL NA NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 2/8/2012 NA 3.7 3 NA NA BDL BDL NA NA NA 10/13/2016 NA BDL 1.1 NA NA BDL BDL NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/25/2017 NA NA NA NA NA 0.58 BDL NA NA NA 6/1/2018 NA BDL 13 NA NA BDL BDL NA NA NA 6/15/2019 BDL BDL 14.6 NA NA BDL BDL BDL 7.8 NA 12/4/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/29/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA 10/13/2016 NA BDL BDL NA NA BDL 6.4 NA NA NA 5/17/2017 NA BDL NA NA NA NA NA NA NA NA 10/25/2017 NA NA NA NA NA BDL NA NA NA NA 6/1/2018 NA BDL BDL NA NA BDL NA NA NA NA 6/15/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 12/5/2019 BDL BDL BDL NA NA BDL BDL BDL BDL NA 5/27/2020 BDL BDL BDL NA NA BDL BDL BDL NA NA Notes: All results reported in micrograms per liter (ug/l) 2L Standard = NCAC listed 2L Standard for groundwater. GCL Standard = NC Gross Contamination Levels for groundwater. BDL = Below Detection Limits Bold and Highlighted values exceed the GCL Standards NSE = No Standard Established VEW-4 DW-3 DW-1 DW-2 NA = Not Analyzed Arcadis G&M of North Carolina, Inc. 5420 Wade Park Blvd, Suite 350 Raleigh, North Carolina 27607 Tel 919 854 1282 Fax 919 854 5448 www.arcadis.com