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HomeMy WebLinkAboutMO-4537_15139_CA_MRP_20220914Geological Resources, Inc. September 14, 2022 Mr. Ron Taraban NCDEQ-UST Section Mooresville Regional Office 610 East Center Ave. Mooresville, NC 28115 Re: Ground Water Monitoring Report July 2022 The Corner Store 896 Oakridge Farm Highway Mooresville, Iredell County North Carolina Facility ID Number: 00-0-0000017677 Incident Number: 15139 GRI Project Number: 3992 Dear Mr. Taraban, Please find enclosed the referenced report for the above -mentioned site. If you have any questions, please contact Joanna Alley at 704-845-4010 Sincerely, Geological Resources, Inc. Leslie Maxtone-Graham Administrative Assistant Enclosure Cc Ms. Linda Beam, file 3502 Hayes Road • Monroe, North Carolina 28110 113 West Firetower Road, Suite G • Winterville, North Carolina 28590 Phone (704) 845-4010 • (888) 870-4133 • Fax (704) 845-4012 0 Geological Resources, Inc. Ground Water Monitoring Report July 2022 The Corner Store 896 Oakridge Farm Highway Mooresville, Iredell County North Carolina Facility ID Number: 00-0-0000017677 Incident Number: 15139 GRI Project Number: 3992 Prepared for: Ms. Linda Beam P.O. Box 304 Mooresville, North Carolina 28115 September 14, 2022 Joanna Alley, P.E. Project Manager Xavier T. Farmer, G.I.T. Report Writer 3502 Hayes Road • Monroe, North Carolina 28110 113 West Firetower Road, Suite G • Winterville, North Carolina 28590 Phone (704) 845-4010 • (888) 870-4133 • Fax (704) 845-4012 Engineering Certification: C-2727 • Geology Certification: C-127 EXECUTIVE SUMMARY The Corner Store is located at 896 Oakridge Farm Highway in Mooresville, Iredell County, North Carolina. The site is currently owned by Race City Exxon, Inc. and is operated by D Mart, Inc. as a petroleum retail facility and convenience store. Two releases were discovered at the site during UST removal activities in 1995 and 2000. Currently, one 12,000-gallon gasoline and two 6,000-gallon gasoline USTs are active at the site. The adjoining properties are a mixture of single family residential, and commercial properties. According to the information determined during receptor survey activities, twenty-six water supply wells were identified within a 1,500-foot radius of the site. Municipal water at the time of the receptor survey was available to the site and some, but not all, of the surrounding properties. A CAP prepared by Applied Earth Sciences, Inc., dated March 8, 2004, was approved by the NCDEQ on April 10, 2007. The CAP recommended in -situ air sparging combined with soil vapor extraction technologies to remediate impacted soils and ground water. The remediation system was installed in the spring of 2009 and started on April 7, 2009. The remediation system at the site was deactivated in March 2014 and a passive remedial method implemented in September 2016. On September 14, 2016, oxygen release material, in the form of socks, was placed in air sparging wells AS-1 through AS-4 and monitoring wells MW-1A and MW-6. The socks have been periodically replaced. On July 25, 2022, seven monitoring wells, three air sparge wells, one vapor extraction well, and two water supply wells were sampled. No free product was observed at the site. The concentrations of benzene, toluene, xylenes, MTBE, naphthalene, methyl chloride, EDB, methylene chloride, 1,1,2,2- tetrachloroethane, and/or 1,2,4-trim ethyl benzene reported in the ground water samples collected from MW-1A, MW-6, AS-2, AS-4, and VE-1 exceeded the MACs. A concentration of MTBE not exceeding the MACs was reported in the ground water sample collected from water supply well WSW-11. All reported contaminant concentrations were below the GCLs. Based on this information, the risk classification for the site should remain high risk. GRI recommends the updating the receptor survey information (last updated in 2002). In addition to the receptor survey update, GRI recommends the continued use of oxygen release compounds in site monitoring wells and semi-annual ground water monitoring. The next sampling event is tentatively scheduled for January 2023. Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. `°°'°9`"'"P6OY es1 GRI Project No. 3992 SITE INFORMATION 1. Site Identification The Corner Store (Facility ID 00-0-0000017677) Incident Number 15139 — High Risk (H250D) Location of Source Area: 896 Oakridge Farm Highway Mooresville, NC 28115 Iredell County 35.607716°N, 80.791846°W (Topographical Map) 2. Information about Contacts Associated with the Leaking UST System UST/AST Owner Race City Exxon, Inc. 896 Oakridge Farm Highway Mooresville, NC 28115 Fmnil I Inlrnnwn 704-799-3630 UST/AST Operator D-Mart, Inc. 9709 Cockerham Lane Huntersville, NC 28078 dmartincl2@gmail.com 704-902-7305 Property Owner Race City Exxon Inc. P.O. Box 28 Mooresville, NC 28115 Fmnil I Inlenn\u/n 704-799-3630 Property Occupant D Mart #6 896 Oakridge Farm Highway Mooresville, NC 28115 dmartincl2@gmail.com 704-799-3630 Consultant/Contractor Geological Resources, Inc. 3502 Hayes Road Monroe, NC 28110 ira@geologicalresourcesinc.com 704-845-4010 Analytical Laboratory SGS North America 4405 Vineland Road, Suite C-15 Orlando, FL 32811 State Certification No. 573 407-425-6700 3. Information about Release Two releases were discovered at the site in January 1995 (Incident No. 17677) and November 2000 (Incident No. 22782). • An unknown amount of product was released from the leaking UST System. • One 12,000-gallon gasoline UST and two 6,000-gallon gasoline USTs are active at the site. One 8,000-gallon gasoline UST, one 5,000-gallon gasoline UST, two 4,000-gallon gasoline LISTS and one 550-gallon kerosene UST have been removed from the site. Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. `°°'°9`"'"P6OY es1 GRI Project No. 3992 ACRONYMS ACM: Asbestos Containing Materials AFVR: Aggressive Fluid -Vapor Recovery ARR: Acknowledgement of Report Receipt AS: Air Sparging AST: Aboveground Storage Tank ASTM: American Society for Testing and Materials BGS: Below Ground Surface CAP: Corrective Action Plan CFR: Code of Federal Regulations CSA: Comprehensive Site Assessment DPE: Dual Phase Extraction DRO: Total Petroleum Hydrocarbons Diesel Range Organics DWM: Division of Waste Management DWR: Department of Water Resources EPA: Environmental Protection Agency EPH: Extractible Petroleum Hydrocarbons ESA: Environmental Site Assessment GAC: Granular Activated Carbon GCL: Gross Contamination Level GRI: Geological Resources, Inc. GRO: Total Petroleum Hydrocarbons Gasoline Range Organics HERR: HAZMAT Emergency Response and Remediation, Inc. LSA: Limited Site Assessment MAC: Maximum Allowable Concentration as specified in T15A NCAC 2L.0202 MADEP: Massachusetts Department of Environmental Protection MCC: Maximum Contaminant Concentrations MMPE: Mobile Multi -Phase Extraction NAPL: Non -Aqueous Phase Liquid, "Free Product" NCDEQ: North Carolina Department of Environmental Quality NCDOT: North Carolina Department of Transportation NFA: Notice of No Further Action NORR: Notice of Regulatory Requirements NOV: Notice of Violation NPDES: National Pollutant Discharge Elimination System NRP: Notice of Residual Petroleum O&M: Operation and Maintenance PAHs: Polynuclear Aromatic Hydrocarbons PCA: Pre -Construction Assessment RAL: Regulatory Action Level SCLs: Soil Cleanup Level SPCC: Spill Prevention Control and Countermeasures SVE: Soil Vapor Extraction SVOCs: Semi -Volatile Organic Compounds SWPPP: Stormwater Pollution Prevention Plan TCLP: Toxicity Characteristic Leaching Procedure (EPA Method SW-846 1311) TOC: Top of Casing TPH: Total Petroleum Hydrocarbons USGS: United States Geological Survey UST: Underground Storage Tank UVF: Ultraviolet Fluorescence VOCs: Volatile Organic Compounds VPH: Volatile Petroleum Hydrocarbons Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. `°°'°9`"'"P6OY e5' GRI Project No. 3992 iii TABLE OF CONTENTS EXECUTIVESUMMARY.......................................................................................................................ii SITEINFORMATION............................................................................................................................ii ACRONYMS....................................................................................................................................... iii 1.0 SITE HISTORY AND CHARACTERIZATION...................................................................................1 2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION/ COMPARISON TO HISTORICAL ASSESSMENT INFORMATION...................................................................................................3 3.0 FREE PRODUCT REMOVAL........................................................................................................4 4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS..................................4 5.0 CONCLUSIONS.........................................................................................................................5 6.0 LIMITATIONS...........................................................................................................................5 7.0 STATEMENTS AND CERTIFICATION...........................................................................................5 FIGURES Figure 1: Site Location Map Figure 2: Site Map Figure 3: Site Vicinity Map Figure 4: Water Table Surface Map Figure 5: Ground Water Quality Map TABLES Table 1: UST Owner and Operator Information Table 2: UST System Information Table 3: Adjacent Property Owner Information Table 4: Well Construction and Gauging Information Table 5: Ground Water Dissolved Oxygen Information Table 6: Summary of Ground Water Sample Analytical Results APPENDICES Appendix A: State Correspondence Appendix B: Water Supply Well Information Appendix C: Laboratory Analytical Report Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 G The Corner Store Project Manager: Joanna Alley, P.E. `°°'°''`a'"°`°" °°' GRI Project No. 3992 1.0 SITE HISTORY AND CHARACTERIZATION GRI presents the results of the July 2022 ground water sampling event at The Corner Store site; located at 896 Oakridge Farm Highway in Mooresville, Iredell County, North Carolina (Figure 1). These activities were conducted in accordance with GRI Proposal No. 22-291, which was submitted to the NCDEQ on June 10, 2022, and was approved as Task Authorization No. 15139-46 on June 13, 2022. State correspondence has been included as Appendix A. The site is currently owned by Race City Exxon, Inc. and is operated as a retail facility and convenience store named D Mart #6. During the removal of a 550-gallon kerosene UST on January 16, 1995, a petroleum release was identified at the site. The NCDEQ issued Incident Number 15139 for this release. A CSA was conducted in 1995 and 1996 and a CAP was prepared and implemented in 1997. A SVE system was installed in 1997 and operated to late 2004. During the removal of two 4,000-gallon gasoline USTs, one 5,000-gallon gasoline UST and one 8,000-gallon gasoline UST on November 3, 2000, a subsequent release at the site was identified. The NCDEQ issued Incident Number 22782 for this gasoline release. During initial abatement activities, approximately 500 tons of gasoline impacted soils were excavated from the UST basin and approximately 50 tons from beneath the dispenser island. A CSA was conducted in 2002 and 2003 and a CAP was prepared in 2004 and implemented in 2009. An AS and SVE system was installed in 2009 and operated until 2014. The two releases at the site are commingled and the two incidents have been combined and reported under Incident Number 15139. Currently, one 12,000-gallon gasoline and two 6,000-gallon gasoline USTs are active at the site. UST owner/operator information and UST system information are included in Tables 1 and 2, respectively. The Registered Tank Report is shown below: Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. GRI Project No. 3992 1 NCDEQ Registered Tank Report Faciliry Id GO-0-0000017677 Tank Owner RACE CITY E XON INC. Facility Name RACE CITY EXXON, INC. ddress 896 OAK RIDGE FARM ROAD ddress I 896 OAK RIDGE FARM ROAD MOORESVILLE Ciiy MOORESVILLE State NC State N{ 2ip 28-115-7949 County Irede€I 2ip 28115 Longitude-$D.792185 Latitude 35-6G7$1 Tank Information Tank Id Product Name Capacity I Installation Date erm Close Da Tank Construction Piping Construction OverFlll Protection Spill Protectlon Tank Status 1 Gasoline, Gas Mix 8460 10/1/19S3 11/3/2000 Single Wall Steel Other Ball Float Valve Catchment Basin Removed 2 Gasoline, Gas Mix SOOO 16/E/1983 llf3/2WO Single Wall Steel Other Bail Float Valve Catchment Basin Removed 3 Gasoline, Gas Mix 4000 10-/1/1983 111312OW Single Wail Steel Other Ball Float Valve Catchment Basin Removed 4 Gasoline, Gas Mix 4000 10/111980 11/3/20W Unknown other Ball Float Valve Catchment basin Removed 5 Kerosene, hero Mlx 550 9/2311992 1/16/1995 Single Wall Steel Single Wall Steel Unknown Unknown Removed Al Gasoline, Gas Mix 12000 G/1/2001 Single WaR SteeljFR Other 6atr Float Valve Catchment Basin Current A2 Gasoline, Gas Mix 64Q0 6/1/2001 Single WWI Steel/FR Other Bair Float Valve Catchment Basin Current A3 Gasoline, Gas Mix &WO 6/1/2001 Single Wair Steel/FR Other Sail Float Valve Catchment Basin Current The site and surrounding area are a mixture of single family residential and commercial properties. The site contains two buildings (the store and storage garage) and is primarily capped with concrete, asphalt, and grass. The overall topography at the site is relatively flat. No surface water bodies were identified within a 500-foot radius of the site. Ten Type II monitoring wells (MW-1 through MW-10) and four replacement wells (MW-1A, MW-3A, MW-4A and MW-5A) were installed at the site during previous ground water assessment activities. A Site Map showing the locations of the monitoring wells and the structures on -site has been included as Figure 2. Cooper Environmental, Inc. conducted a receptor survey at the site in 1995 and updated the survey in 2002. Twenty-six water supply wells were identified within a 1,500-foot radius of the site. The ground water sampling event conducted in December 2015 detected a benzene concentration above the MAC in water supply well WSW-2. The well owner was notified, and bottled water was provided. On January 7, 2016, a GAC filtration system was installed on WSW-2. The residence using water supply well WSW-2 was eventually connected to municipal water on July 18, 2018, and well WSW-2 is currently inactive. Municipal water is currently available to the site and some, but not all surrounding properties. Adjacent property owner information is presented in Table 3. A Site Vicinity Map showing the adjacent properties has been included as Figure 3. Water supply well information from the 2002 receptor survey update is included as Appendix B. Two CAPs have been submitted for the two incidents: the first in 1997 and the second in 2004. The incidents are considered commingled and were combined under Incident Number 15139. An in -situ AS Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. GRI Project No. 3992 2 and SVE system was installed in 2009 and operated until 2014. Please note that no projected milestones were established in the CAPS. 2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION/ COMPARISON TO HISTORICAL ASSESSMENT INFORMATION On July 25, 2022, seven Type II monitoring wells (MW-IA, MW-4A, MW-5A, MW-6, and MW-8 through MW-10), three air sparge wells (AS-1, AS-2, and AS-4), and one vapor extraction well (VE-1) were gauged, purged, and sampled in accordance with NCDEQ guidelines. In addition, two water supply wells (WSW-3 and WSW-11) were also sampled. Please note that monitoring wells MW-2, MW-3A, and MW-7 could not be located. Depths to ground water in the Type II monitoring wells ranged from 39.53 feet to 43.54 feet BGS. Relative ground water elevations in the Type II monitoring wells ranged from 55.77 feet to 60.27 feet. Ground water flow was generally to the southeast with a horizontal gradient of approximately 0.03 feet per foot. Well construction and gauging information is presented in Table 4. A Water Table Surface Map based on the Type II monitoring wells is included as Figure 4. A summary of the current ground water gauging data is shown below: Well ID Screened Interval (x to y ft. BGS) Bottom of Well (ft. BGS) Top of Casing Elevation (ft.) Depth to Water from Top of Casing (feet) Free Product Thickness (ft.) Ground Water Elevation (ft.) MW-1A 40 - 55 55 99.50 43.42 --- 56.08 MW-4A 40 - 55 55 99.44 43.54 --- 55.90 MW-5A 39.5-54.5 54.5 99.24 39.53 --- 59.71 M W-6 35 - 45 45 100.08 38.81 --- 60.27 MW-8 40-55 55 99.63 40.03 --- 59.60 MW-9 40-55 55 98.85 43.48 --- 55.77 M W-10 35 - 55 55 98.85 42.48 --- 55.87 AS-1 Unknown 57.60 Unknown 40.96 --- Unknown AS-2 Unknown 55.32 Unknown 28.67 --- Unknown AS-4 Unknown 56.07 Unknown 43.85 --- Unknown VE-1 58-60 60 99.41 43.41 --- 56.00 Adventus Remediation Technologies oxygen release material EHC-OTM in the form of socks were initially installed at the site on September 14, 2016, in monitoring wells MW-1A and MW-6 and air sparge wells AS-1 through AS-4 under Injection Permit Number W10300331. The EHC-OTM socks were replaced approximately every 6 months through July 2020. Due to repeated damage to air sparge well AS-3 from truck traffic, well AS-3 was abandoned on August 30, 2018. On June 8, 2021, and January 27, 2022, the EHC-OTM socks were removed from the above listed wells, excluding MW-6, and replaced with new EHC- OTM socks. The EHC-OTM sock could not be removed from MW-6. Please note that the EHC-OTM socks were not anticipated to be depleted during the July 2022 site visit; therefore, the socks were removed for sampling, then reinserted into the wells rather than being replaced. Field measurements of dissolved oxygen readings is presented in Table 5. Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. GRI Project No. 3992 3 Ground water samples collected from the monitoring wells were submitted for laboratory analyses using EPA Method 6200B. No free product was observed at the site. The concentrations of benzene, toluene, xylenes, MTBE, naphthalene, methyl chloride, EDB, methylene chloride, 1,1,2,2-tetrachloroethane, and/or 1,2,4-trimethyl benzene reported in the ground water samples collected from MW-1A, MW-6, AS- 2, ASA and VE-1 exceeded the MACS. All of the reported contaminant concentrations were below the GCLs. A summary of the analytical results for ground water samples collected on July 25, 2022, is presented in Table 6. A Ground Water Quality Map based on the July 2022 data is included as Figure 5. A complete report of laboratory analyses of the ground water samples collected from the monitoring wells during the July 2022 sampling event has been included as Appendix C. A summary of the current ground water analytical data is shown below: Contaminant of Concern 4 c v v m c y c F N r W w c > X w m 2 2 m s Z Well ID MACS (µg/1) 1 600 600 500 20 6 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 501 6,000 MW-1A <0.13 <0.13 <0.13 <1.5 <0.13 MW-4A <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 MW-5A <0.13 <0.13 <0.13 <1.5 11.5 <0.13 MW-6 151 2,800 E 180 2,880 2,000 827 MW-8 <0.13 <0.13 <0.13 <1.5 9.7 <0.13 MW-9 <0.13 <0.13 <0.13 <1.5 3.2 <0.13 MW-10 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 AS-1 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 AS-2 <0.13 108 <0.13 <1.5 <0.13 <0.13 AS-4 <0.13 <0.13 <0.13 <1.5 48.6 <0.13 WSW-3 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 WSW-11 <0.13 <0.13 <0.13 <1.5 0.84 <0.13 VE-1 <0.13 <0.13 <0.13 <1.5 1,500 <0.13 Please note, the CAPs did not include a baseline contaminant mass calculation; therefore, calculating the contaminant mass reduction has not been performed. The site is in the Charlotte Belt Physiographic Province of North Carolina. The water table has a seasonal high depth to water of approximately thirty-nine to forty-three feet BGS. Please note that milestones were not established in the CAPs. 3.0 FREE PRODUCT REMOVAL Free product has historically not been present at the site. 4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS No natural attenuation monitoring plan is currently in place at the site. Semi-annual ground water sampling has been conducted continuously at the site since 2015. Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. GRI Project No. 3992 4 5.0 CONCLUSIONS • On July 25, 2022, seven Type II monitoring wells, three air sparge wells, and one vapor extraction well were gauged, purged, and sampled. In addition, two water supply wells were also sampled. Ground water flow was generally to the southeast with a horizontal gradient of approximately 0.03 feet per foot. • The concentrations of benzene, toluene, xylenes, MTBE, naphthalene, methyl chloride, methylene chloride, 1,1,2,2-tetrachloroethane, and/or 1,2,4-trimethylbenzene reported in the ground water samples collected from MW-1A, MW-6, AS-2, AS-4, and VE-1 exceeded the MACs. All reported contaminant concentrations were below the GCLs. • Based on this information, the risk classification for the site should remain high risk. GRI recommends updating the receptor survey information (last updated in 2002). In addition to the receptor survey update, GRI recommends the continued use of oxygen release compounds in site monitoring wells and semi-annual ground water monitoring. The next sampling event is tentatively scheduled for January 2023. 6.0 LIMITATIONS This report has been prepared for the exclusive use of Linda Beam for specific application to the referenced site in Iredell County, North Carolina. The assessment was conducted based on the scope of work and level of effort desired by the NCDEQ and with resources adequate only for that scope of work. Our findings have been developed in accordance with generally accepted standards of environmental practices in the State of North Carolina, available information, and our professional judgment. No other warranty is expressed or implied. The data that are presented in this report are indicative of conditions that existed at the precise locations sampled and at the time the samples were collected. In addition, the data obtained from samples would be interpreted as being meaningful with respect to parameters indicated in the laboratory report. No additional information can logically be inferred from these data. 7.0 STATEMENTS AND CERTIFICATION 1 Enter the date the monitoring report was due. 9/9/2022 Will this report be submitted after YES NO the established due date? 2 Was any required information from the above template missing from this report? YES NO IF the answer to question #1 or# 2 is "YES", please provide additional information in this cell to explain what was missing and why. Report delivery late due to late receipt of laboratory analytical results. 3 If applicable, will any of the proposed attenuation milestones under the schedule approved YES NO in the Corrective Action Plan not be met? (within a reasonable margin of error) Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. GRI Project No. 3992 5 IF the answer to question #3 is "NO", skip to the certification under #8 below. IF the answer to question #3 is "YES', please generally describe in this cell the possible reason(s) and outline proposed remedies. (This should be described in more detail in the report text above.) N/A 4 Does any known or suspected source zone soil contamination or free product remain YES I NO outside of the assessed area that could be inhibiting natural attenuation? 5 Has there been an unexpected increase in contaminant mass sufficient to suggest a YES NO potential new release from a separate onsite or offsite source? IF the answer to either question #4 or #5 is "YES", generally describe in this cell any actions recommended to further assess or clean up this known or suspected source. (This should be described in more detail in the report text above.) 6 Certification: %,%W C A R I, Joanna Alley, a Professional Engin�g�•IgQ'�� contained in this report is correct a ft. d-VI to the =2=4 eGsl Geological Resources, Inc. is licens-q db- certification number of the company orfX es, Inc., do certify that the information knowledge. and geology in North Carolina. The Prepared by: Geological Resources, Inc. Ground Water Monitoring Report Prepared on: September 14, 2022 The Corner Store Project Manager: Joanna Alley, P.E. GRI Project No. 3992 6 FIGURES i� N /' - �J •eQ s°t /' mow, 41 Ath SITE LOCATION`���� Pk -� ?max -- ��_ �I S •. _ - �l ��- L - - '•�_ � p I-', : v r � —_ 1 �;i ` �\ ••`mil •i ."`- FIGURE 1 SITE LOCATION MAP THE CORNER STORE _ 896 OAKRIDGE FARM HIGHWAY MOORESVILLE, IREDELL COUNTY, ' '\ so`` ( , •• >!�' NORTH CAROLINA \ v i !�_ ' K ; 9 �•'•m•9 INCIDENT NO. 15139/22782 GRI PROJECT NO. 3992 V Z l PREPARED BY: 0 1,000 2,000 4,000-�� GEOLOGICAL RESOURCES, INC. Feet ;`� �0" ' J U N E 6, 2016 SCALE: 1 INCH = 2,000 FEET MAP CENTER LOCATION Je t ib LATITUDE: 35.607716' N ♦ �� \' Geological Resources, Inc. LONGITUDE: 80.791846° W Copyright.,b 20i _National Geographic Society, -cubed LEGEND 0 TYPE // MONITORING WELL TYPE l// MONITORING WELL ❑o WA TER SUPPL Y WELL ABANDONED WA TER SUPPL Y WELL — - - — SUBJECT PROPERTY BOUNDARY LINE — - - ADJACENT PROPERTY BOUNDARY LINE UTILITY/ELECTRIC POLE E — E OVERHEAD ELECTRIC L/NE ----------- UNDERGROUND STORAGE TANK BASIN FUEL DISPENSER All? SPARGING WELL Q VAPOR EXTRACT/ON WELL No te: 1. This Site Map is based on data from the lredell County GIS of NC as well as a Site Plan dated May 1, 2009 that was prepared by the previous consultant. 2 This map has been modified based on observations made by GRl Field Personnel. j OAKR/DGE FARM H/GH&A Y / H/GHWq y 75O ZZ: € E E � E � �� EE EE E E E E E E E- E M—E E— W-2 E __ - __ AS-1 I i UST - AS-2 1 Basin 'i SVE-4 OMW-6O MW-9I ' �MW-5A , 1 I" WELL MW-5 AS-3 VE-1 MW-1O OMW- lA MWO-3A � � I I 1 Th e Corn er 1 Store I / Con venience Sh qo t � MW-70 ` 1 � t 1l. ` 4MW- 4 ; WSW-1 I 1 1 Garage 1 MW-70 I" WELL System / 1 Residence OWSW-2 � ` / 1l. Garage tl Residence S/TE MAP 0 15 30 60 The Corner Store 896 Oakridge Farm High way Incident No. 151J9122782 Mooresville, /cede// County, 6R IN FEET GRI Project No. 3992 NC Geological Resources, Inc. 1 inch = 30 ft Date: 0210412020 Drawn by. DTH Figure: 2 neummmZ�ir SCOTLAND DR O O N m OAKRIDGE FARM HWY 4668614254.000 WSW-24 0 46686.186 000 r 1,000-'RADIUS J 1 rl __ 250-FT RADIUS L U' TENS COURT DR m KRIS I 13 I 0 0 100 200 400 �C Feet SCALE: 1 INCH = 200 FEET WSW-26 Legend Water Supply Well — 46688,0]0].000 p Potable WSW-18 0 Non -Potable Abandoned 4668703942.000 Parcel ID Number 4668711698,000 WSW-19 Subject Parcel WSW-20 E Parcel Boundary Street Centerline —• •—• •—••• Stream or Creek Line - WSW-23 WSW-17 WSW-21 4ssa],sz]9000 WSW-16 El,El0 4668616243 000 4668818153 000 WSW-22 4668810180.000 — o SITE WSW-8 • 4668609934.000 O 4668703942.000 WSW-9 wS i 1 I WSW-2 ❑• 4668703800.000 4668704893.000 4668706812.000 /WSW-12 WSW-13 WSW❑15- 4668609]39.000 ❑ ElWSW-14 \ FIGURE 3 WSW-3 ° SITE VICINITY MAP • 4665163643.066 THE CORNER STORE wsw-10 WSW-4 896 OAKRIDGE FARM HIGHWAY 0 0 4668708672,000 MOORESVILLE, IREDELL COUNTY, WSW-5 4668703519.000 NORTH CAROLINA 4668609644000 El INCIDENT NO. 15139/22782 GRI PROJECT NO. 3992 4668]025]0.000 T�<<MgN�R PREPARED BY: GEOLOGICAL RESOURCES, INC. J U N E 6, 2016 4668802451.000 ,',,��,. WSW-6 CIRCLE NN ,% ® 4668701264.000 LY DR ,.�� Geological Resources, Inc. eFg441) �0 moo' �aG NOTE: THIS MAP IS BASED ON DATA FROM THE IREDELL COUNTY GIS OF NC. WELL LOCATIONS ARE BASED SOLELY ON A "WATER SUPPLY WELL LOCATION 4667791942.000 Y MAP" THAT WAS PREPARED BY THE PREVIOUS Js WSW 7 W , j CONSULTANT. !1 a LEGEND 0 TYPE /l MONITORING WELL TYPE /l/ MONITORING WELL ❑o WA TER SUPPL Y WELL ABANDONED WATER SUPPL Y WELL — - - — SUBJECT PROPERTY BOUNDARY LINE - - ADJACENT PROPERTY BOUNDARY LINE UTILITY/ELECTRIC POLE E E OVERHEAD ELECTRIC L/NE ----------- UNDERGROUND STORAGE TANK BASIN 0 FUEL D/SPENSER I All? SPARGING WELL I VAPOR EXTRACTION WELL / - -60- - WA TER TABLE SURFACE CONTOUR (53.97) GROUND WA TER ELL -VA TION (FT.) / (NM) NOT MEASURED / —E —E I I GAKR/OGE Fi Ai>r/ H/GHNIA Y H/GHII q Y 150 E E E E E E -- _ E- E- E- E E - —E_E-E—E--'� MW-2 0 AS-1 1 i UST AS-2 Basin i SVE-4 e 60 ' - --- OMW-6 / 59MW-9 (60.27)., / / 857 1(55.77) MWWEA MW-5 AS-3 ji Q AS 4(59.71) VE-1 W I O W-7 j M 41 �6.08 ( NM T/`- � Corner Store I I Icon venience Shop / l � � MW0;O \MW-8 / / (55.87) � \ 0— / 1 / /MW 0 (55.90) A (59.6C` 58 1 0/vIW--4 i 57 5 \ F, WSW-1 59 I / \ Garage I / \ MW-7 J 7 " WELL System (NM) 0WSW-2 \ ` J Residence v / 6 Geological Resources, Inc. m I I I I O 75 JO 60 ( /N FEET ) 7 in ch = JO ft Residence WA TER TABLE SURFACE MAP (0712512022) The Corner Store 896 Oakr7dge Form Highway Incident No. 151J91227,52 Mooresvi/Ie, Irede/I County, GR/ Project No. 3992 NC Dote: 09/74/2022 Drown by.- DTH Figure: 4 LEGEND 0 TYPE /l MONITORING WELL TYPE /l/ MONITORING WELL ❑o WA TER SUPPL Y WELL ABANDONED WATER SUPPL Y WELL - - - - SUBJECT PROPERTY BOUNDARY LINE - - ADJACENT PROPERTY BOUNDARY LINE UTILITY/ELECTRIC POLE E E OVERHEAD ELECTRIC L/NE ----------- UNDERGROUND STORAGE TANK BASIN 0 FUEL D/SPENSER All? SPARGING WELL VAPOR EXTRACTION WELL Contaminant of Concern m N v C $ r u' c c ~ $ v .. .0 W > $ v f m R L , a, z Well ID Date Collected (mm/dd/yy) MAC I 1 600 600 500 20 6 GCL I 5,000 260,000 80,000 50,000 20 000 6,000 MW-IA_ 07/25/22 <0.13 <0.13 <0.13 <1.5 501 <0.13 MW-2 07/25/22 NS NS NS NS NS NS MW-3A 07/25/22 NS NS N5 NS NS N5 MW-4A 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 MW-5A 07/25/22 <0.13 <0.13 <0.13 <1.5 11.5 <0.13 MW-6 07/25/22 151 2,800 E 180 2,880 2,000 827 MW-7 07/25/22 NS NS NS NS NS NS MW-S 07/25/22 <0.13 <0.13 <0.13 <1.5 9.7 <0.13 MW-9 07/25/22 <0.13 <0.13 <0.13 <1.5 3.2 <0.13 MW-10 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 AS-1 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 AS-2 07/25/22 <0.13 108 <0.13 <1.5 <0.13 <0.13 AS-4 07/25/22 <0.13 <0.13 <0.13 <1.5 48.6 <0.13 VE-1 07/25/22 <0.13 <0.13 <0.13 <1.5 1500 <0.13 WSW-3 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 WSW-11 07/25/22 <0.13 <0.13 <0.13 <1.5 0.94 <0.13 6 Geological Resources, Inc. / /� GAKR/OGE Fi �M H/GH�liq Y ` E E E i i / H/GIMrq Y 150 E _ E _ E E E - E E E E - E - E - - - E E E E- � MW--2 O UST AS- I II 'M W-9I 0 1 I 1 VE- 7 I 1 OMW-7A M 0 JA �J The Corner 1 .Store I / Con venience Shop MW--70 \M O8 OMW-4A I 4MW- 4 1 / Garage 1 MW-74 I / 7 " WELL Sys tem / WSW \ Residence 7 I 0 15 JO 60 ( /N FEET 7 in ch = JO ft All W--5A I" WELL MW-5 0 0 .AS AS-2 SINE-4 8 OMW-6 0 AS-4 M Residence GROUND WATER QUALITY MAP (0712512022) The Corner Store 896 Ookridge Form Highway Incident No. 151J9122782 Mooresvi/Ie, Irede/I County, CH/ Project No. 3992 NC Dote: 0911412022 Drawn by. DTH Figure: 5 TABLES TABLE 1 UST OWNER/OPERATOR INFORMATION THE CORNER STORE (INCIDENT NO. 15139) UST ID Number Al - A3 Facility ID Number 00-0-0000017677 Name of Owner or Operator Dates of Ownership / Operation Owner or Operator? Race City Exxon, Inc. 06/01/2001 - Present Owner/Operator Address Telephone Number 896 Oakridge Farm Road, Mooresville, NC 28115 (704) 799-3630 UST ID Number 1-3 Facility ID Number 00-0-0000017677 Name of Owner or Operator Dates of Ownership / Operation Owner or Operator? Randy Lynn Beam 10/01/1983 - 11/03/2000 Owner/Operator Address Telephone Number P.O. Box 304, Mooresville, NC 28115 (704) 663-4743 UST ID Number 5 Facility ID Number 00-0-0000017677 Name of Owner or Operator Dates of Ownership / Operation Owner or Operator? Randy Lynn Beam 09/23/1982 - 01/16/1995 Owner/Operator Address Telephone Number P.O. Box 304, Mooresville, NC 28115 (704) 663-4743 UST ID Number 4 Facility ID Number 00-0-0000017677 Name of Owner or Operator Dates of Ownership / Operation Owner or Operator? Randy Lynn Beam 10/01/1980 - 11/03/2000 Owner/Operator Address Telephone Number P.O. Box 304, Mooresville, NC 28115 (704) 663-4743 Page 1 of 1 TABLE 2 UST SYSTEM INFORMATION THE CORNER STORE (INCIDENT NO. 15139) Date: 06 17 19 Facility ID #: 0-00017677 Was Release UST Current Description of Status Associated ID or Most Previous Capacity Date Construction Tank Associated of with UST No. Recent Contents (gallons) Installed Details Dimensions Product Piping UST System? (Yes / No) Contents (Removed 1 Gasoline NA 8,000 10/01/1983 Single Wall Steel 8' x 21.3' Other Yes 11/03/2000) (Removed 2 Gasoline NA 5,000 10/01/1983 Single Wall Steel 8' x 13.4' Other Yes 11/03/2000) (Removed 3 Gasoline NA 4,000 10/01/1983 Single Wall Steel 64" x 24' Other Yes 11/03/2000) (Removed 4 Gasoline NA 4,000 10/01/1980 Single Wall Steel 64" x 24' Other Yes 11/03/2000) (Removed (Remo(Remo ed) 5 Kerosene NA 550 09/23/1982 Single Wall Steel 46" x 6.2' Single Wall Steel Yes 0 Single Wall Al Gasoline NA 12,000 06/01/2001 g' x 31.9' Other Current No Steel/FRP Single Wall A2 Gasoline NA 6,000 06/01/2001 8' x 16' Other Current No Steel/FRP Single Wall A3 Gasoline NA 6,000 06/01/2001 g' x 16' Other Current No Steel/FRP Page 1 of 1 TABLE 3 ADJACENT PROPERTY OWNER INFORMATION THE CORNER STORE (INCIDENT NO. 15139) Date: 06 27 19 Facility ID # : 0-00017677 Parcel Number Owner Name Owners Address P.O. Box 28 4668703942 (Site) Race City Exxon, Inc. Mooresville, NC 28115 P.O. Box 1483 4668715279 Rusher Oil Company Salisbury, NC 28145 P.O. Box 4564 4668704893 Brawley Properties, RLLLP Mooresville, NC 28117 896 Mt. Ulla Highway 4668703800 Diana Kim Welch Mooresville, NC 28115 P.O. Box 28 4668609934 MP Leasing, LLLP Mooresville, NC 28115 951 Mt. Ulla Highway 4668711698 Robert Nantz & Jean Walkup Mooresville, NC 28115 Note: • Properties are keyed to Figure 3. Page 1 of 1 TABLE 4 WELL CONSTRUCTION AND GAUGING INFORMATION THE CORNER STORE (INCIDENT NO. 15139) Date: 9 1 2022 Facility ID # : 0-00017677 Well ID Date Installed (mm/dd/yy) Date Water Level Measured (mm/dd/yy) Well Casing Depth (ft. BGS) Screened Interval (x to y ft. BGS) Bottom of Well (ft. BGS) Top of Casing Elevation* (ft.) Depth to Water from Top of Casing (ft.) Free Product Thickness** (ft.) Ground Water Elevation (ft.) Comments M W-1A 02/11/03 08/08/13 40 40-55 55 99.50 41.23 --- 58.27 03/24/14 42.08 --- 57.42 12/01/15 45.96 --- 53.54 05/18/16 42.98 --- 56.52 12/08/16 45.53 --- 53.97 06/21/17 46.52 --- 52.98 12/04/17 45.81 --- 53.69 07/17/18 44.98 --- 54.52 01/21/19 43.61 --- 55.89 07/08/19 39.59 --- 59.91 01/17/20 43.49 --- 56.01 07/29/20 40.05 --- 59.45 06/24/21 38.46 --- 61.04 01/27/22 43.12 --- 56.38 07/25/22 43.42 --- 56.08 MW-2 03/20/95 08/08/13 30 30 - 45 45 100.19 41.05 --- 59.14 03/24/14 40.37 --- 59.82 12/01/15 43.08 --- 57.11 07/25/22 NM --- NM Not found M W-3A 04/30/01 04/26/12 40 40 - 50 50 98.53 NA --- NA 05/18/16 41.91 --- 56.62 12/08/16 Dry --- --- 07/25/22 NM --- NM Not found M W-4A 01/28/02 08/08/13 40 40-55 55 99.44 42.18 --- 57.26 03/24/14 43.80 --- 55.64 12/01/15 46.19 --- 53.25 05/18/16 42.99 --- 56.45 12/08/16 45.74 --- 53.70 06/21/17 45.42 --- 54.02 12/04/17 45.97 --- 53.47 07/17/18 44.66 --- 54.78 01/21/19 42.67 --- 56.77 07/08/19 39.38 --- 60.06 01/17/20 42.68 --- 56.76 07/29/20 39.70 --- 59.74 06/24/21 38.31 --- 61.13 01/27/22 43.15 --- 56.29 07/25/22 43.54 --- 55.90 MW- (1-Inch w w ell) 05/31/02 03/24/14 39.5 39.5-54.5 54.5 99.24 40.32 --- 58.92 12/01/15 43.40 --- 55.84 07/25/22 39.53 --- 59.71 MW-6 11/21/01 08/08/13 35 35 - 45 45 100.08 40.08 --- 60.00 03/24/14 41.98 --- 58.10 12/01/15 43.67 --- 56.41 05/18/16 40.61 --- 59.47 12/08/16 43.06 --- 57.02 06/21/17 44.28 --- 55.80 12/04/17 44.65 --- 55.43 07/17/18 42.53 --- 57.55 01/21/19 40.49 --- 59.59 07/08/19 36.82 --- 63.26 01/17/20 40.89 --- 59.19 07/29/20 36.22 --- 63.86 06/24/21 36.22 --- 63.86 01/27/22 38.98 --- 61.10 07/25/22 39.81 --- 60.27 MW 7 (1-inch well) 05/31/02 08/08/13 39.5 39.5-54.5 54.5 98.53 42.51 --- 56.02 03/24/14 43.09 --- 55.44 12/01/15 45.55 --- 52.98 05/18/16 41.98 --- 56.55 07/25/22 NM --- NM Not found MW-8 02/11/03 08/08/13 40 40 - 55 55 99.63 41.15 --- 58.48 03/24/14 43.26 --- 56.37 12/01/15 43.98 --- 55.65 05/18/16 40.41 --- 59.22 07/25/22 40.03 --- 59.60 MW-9 02/11/03 08/08/13 40 40 - 55 55 99.25 41.98 --- 57.27 03/24/14 40.95 --- 58.30 12/01/15 45.78 --- 53.47 07/25/22 43.48 --- 55.77 Page 1 of 2 TABLE 4 WELL CONSTRUCTION AND GAUGING INFORMATION THE CORNER STORE (INCIDENT NO. 15139) Date: 9 1 2022 Facility ID # : 0-00017677 Well ID Date Installed (mm/dd/yy) Date Water Level Measured (mm/dd/yy) Well Casing Depth (ft. BGS) Screened Interval (x to y ft. BGS) Bottom of Well (ft. BGS) Top of Casing Elevation* (ft.) Depth to Water from Top of Casing (ft.) Free Product Thickness** (ft.) Ground Water Elevation (ft.) Comments MW-10 05/18/16 05/18/16 35 35 - 55 55 98.85 42.69 --- 56.16 12/08/16 45.11 --- 53.74 06/21/17 44.79 --- 54.06 12/04/17 45.36 --- 53.49 07/17/18 44.05 --- 54.80 01/21/19 43.43 --- 55.42 07/08/19 38.79 --- 60.06 01/17/20 42.06 --- 56.79 07/29/20 39.11 --- 59.74 06/24/21 37.69 --- 61.16 01/27/22 42.48 --- 56.37 07/25/22 42.98 --- 55.87 AS-1 Unknown 01/27/22 Unknown Unknown 57.60 Unknown 40.01 --- NM 07/25/22 40.96 --- NM AS-2 Unknown 01/27/22 Unknown Unknown 55.32 Unknown 37.58 --- NM 07/25/22 28.67 --- NM AS-4 Unknown 01/27/22 Unknown Unknown 56.07 Unknown 43.17 --- NM 07/25/22 43.85 --- NM VE-1 05/26/95 08/08/13 58 58 - 60 60 99.41 42.50 --- 56.91 12/01/15 45.91 --- 53.50 05/18/16 42.90 --- 56.51 07/25/22 43.41 --- 56.00 Notes • Well construction information and gauging data prior to 2015 from the Remediation Monitoring Report dated April 1, 2014, prepared by Irminger Consulting, Inc.. • ** : If free product is present in a well, ground water elevation calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581]. • ft BGS : feet below ground surface. • NA: Not available. • NM: Not measured. Page 2 of 2 TABLE 5 GROUND WATER DISSOLVED OXYGEN INFORMATION THE CORNER STORE (INCIDENT NO. 15139) Date: 09/12/22 Facility ID # : 0-00017677 Well ID Date Measured (mm/dd/yy) Dissolved Oxygen (mg/1) Temperature (CI) Comments MW-1A 09/14/16 1.56 18.25 O-SOXs Installed 12/08/16 20.51 15.67 Oxygen release material in well 06/21/17 9.83 18.88 12/04/ 17 NM NM 07/17/18 21.04 NM 01/21/ 19 9.40 NM 07/08/ 19 20.07 NM 01/17/20 36.69 14.50 07/29/20 9.52 NM 06/08/21 6.23 NM 01/27/22 9.70 NM 07/25/22 5.25 NM MW 2 09/14/16 1.75 19.98 12/08/16 NM MN MW-3A 09/14/16 NM NM 12/08/16 NM NM MW-4A 09/14/16 3.89 17.43 12/08/16 2.95 15.10 06/21/17 4.92 17.48 12/04/ 17 NM NM 07/17/18 6.40 NM 01/21/ 19 6.45 NM 07/08/19 4.26 NM 01/17/20 5.15 14.50 07/29/20 4.38 NM 06/08/21 6.46 NM 01/27/22 3.02 NM 07/25/22 4.41 NM MW-5A (1-Inch well) 09/14/16 NM NM 12/08/16 NM NM MW-6 09/14/16 1.62 19.12 O-SOXs Installed 12/08/16 10.32 17.56 Oxygen release material in well 06/21/17 5.95 19.85 12/04/ 17 NM NM 07/17/18 11.88 NM 01/21/ 19 6.17 NM 07/08/ 19 10.18 NM 01/17/20 16.89 16.30 07/29/20 8.10 NM 06/08/21 6.77 NM 01/27/22 2.78 NM 07/25/22 2.76 NM M W-7 (1-inch well) 09/14/16 NM NM 12/08/16 NM NM MW 8 09/14/16 NM NM 12/08/16 NM NM MW 9 09/14/16 NM NM 12/08/16 NM NM MW-10 09/14/16 3.95 17.42 12/08/16 4.31 15.04 06/21/17 4.16 17.43 12/04/ 17 NM NM 07/17/18 6.72 NM 01/21/19 4.40 NM 07/08/ 19 2.14 NM 01/17/20 4.48 14.40 07/29/20 5.02 NM 06/08/21 4.83 NM 01/27/22 4.07 NM 07/25/22 2.02 NM AS-1 01/27/22 16.07 NM Oxygen release material in well 07/25/22 3.00 NM AS-2 01/27/22 14.41 NM Oxygen release material in well 07/25/22 2.72 NM AS-4 01/27/22 15.92 NM Oxygen release material in well 07/25/22 5.41 NM 09/14/16 NM NM V E-1 12/08/16 NM NM Notes: • Oxygen release material EHC-O in the form of socks were placed in air sparging wells AS-1 through AS-4, monitoring wells MW-1A and MW-6 on September 14, 2016. Socks have been replaced semi-annually since September 2016. • Dissolved oxygen readings made before purging well. • NM: Not measured. Page 1 of 1 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern L W co c c 4 v °' v s t c a� 0 v c v c c c GJ v a�i T m f6 _u '° Q u `° Q c _� c t s d s v ° m s v o s V o c s W W a, s v s C 3 X ~ �' ? Q £ ~ aT+ m ~ . E p w 2 f0 ° a� G1 Date °' m ° H S +' ? a f6 Q m 3 m ° ++ O a, >• Ol s v i L E i Well ID Collected u z L °' s ~ L (mm/dd/yy) �, a� N +' GJ N +' V N N N N N H � Ln r-i MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 02/12/03 20 ND 1.8 3.8 1.1 ND * * 02/19/04 <1.0 <1.0 <1.0 <2.0 24 NA * * 11/09/04 ND ND ND ND 140 NA * * 02/20/07 ND ND ND ND 290 NA * * 06/30/09 <1.0 <1.0 <1.0 <1.0 49.1 NA * * 12/11/09 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 09/01/10 <1.0 <1.0 <1.0 <2.0 40.1 NA * * 03/19/11 <1.0 <1.0 <1.0 <2.0 238 <1.0 * * 09/20/11 <1.0 <1.0 <1.0 <2.0 372 <1.0 * * 04/26/12 <1.0 <1.0 <1.0 <2.0 620 <1.0 * * 01/10/13 <1.0 <1.0 <1.0 <2.0 733 <2.0 * * 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * MW-1A 03/24/14 <5.0 <5.0 <5.0 <15.0 1,260 <10.0 * * 12/01/15 <8.6 <8.3 <7.6 <22 1,610 <6.1 * * * * * * * * * * * * 05/18/16 <1.3 <1.3 <1.3 <3.1 1,100 <1.3 * * 12/08/16 <1.3 <1.3 <1.3 <3.1 1,770 <1.3 * * 06/21/17 <1.3 <1.3 <1.3 <2.5 1,270 <1.3 * * 12/04/17 <6.3 <6.3 <6.3 <13 1,320 <6.3 * * <6.3 <10 <6.3 <6.3 <50 <6.3 <6.3 <6.3 <6.3 <6.3 07/17/18 <3.1 <3.1 <3.1 <6.2 1,150 <3.1 * * <3.1 8.4 J <3.1 <3.1 <25 <3.1 <3.1 <3.1 <3.1 <3.1 01/21/19 <0.27 <0.29 <0.20 <0.16 573 <0.10 * * <0.16 <0.066 <0.24 <0.12 <0.080 <0.12 <0.22 <0.18 <0.15 <0.16 07/08/19 <1.3 <1.3 <1.3 <2.5 844 <1.3 * * <1.3 <2.0 <1.3 <1.3 <10 <1.3 <1.3 <1.3 <1.3 <1.3 01/17/20 <2.5 <2.5 <2.5 <5.0 611 <2.5 * * <2.5 <4.0 <2.5 <2.5 <20 <2.5 <2.5 <2.5 <2.5 <2.5 07/29/20 <2.5 <2.5 <2.5 <5.0 666 <2.5 * * <2.5 <4.0 <2.5 <2.5 <20 <2.5 20.8 17.6 <2.5 <2.5 06/24/21 <1.3 <1.3 <1.3 <2.6 247 <1.3 * * <1.3 * * * 28.7 B * * * <1.3 <1.3 01/27/22 <0.13 <0.13 <0.13 <0.25 632 0.14 J 11.9 428 <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 1.8 0.77 07/25/22 <0.13 <0.13 <0.13 <1.5 501 <0.13 NR NR 0.17 J 1.9 <0.13 <0.13 1 <1.0 <0.13 <0.13 <0.13 0.79 0.37 J Page 1 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern 4 c GJ C °' m v 3 ° H v a�i S ; T X i L W °' m ~ ? T s a v f6 �' a f6 z s _u '° Q ? Q £ ~ Q N +' t u `° Q aT+ m ~ m GJ +� c a� c _� . 3 m �' 0 v c c t s d E ° ++ O °' s V s v ° m p w o N ri s v 2 N r i o s V a, >• s G�J g co v o c s f0 Ol N ni r-i W s v L N W ° s H c c a, s s a� L � rl r_ c c v s s G1 E i Ln rn Well ID Date Collected (mm/dd/YY) MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 02/20/07 ND ND ND ND ND NA * * 12/22/09 <1.0 <1.0 <1.0 <1.0 <1.0 NA * * 09/01/10 NA NA NA NA NA NA * * 11/15/10 <1.0 142 <1.0 1.3 <1.0 34 * * 03/19/11 <1.0 4.2 <1.0 1.2 <1.0 28.6 * * MW-2 09/20/11 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 04/26/12 Dry 01/10/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 * * 07/25/22 NS NS NS NS NS NS * * 01/10/13 NS NS NS NS NS NS * * 12/01/15 NS NS NS NS NS NS * * MW-3A 05/18/16 <0.13 1.4 <0.13 <0.31 <0.13 <0.13 * * * * * * * * * * * * 07/25/22 NS NS NS NS NS NS * * 02/20/07 ND ND ND ND ND NA * * 06/30/09 <1.0 <1.0 <1.0 <1.0 <1.0 NA * * 12/11/09 <1.0 <1.0 <1.0 <2.0 24 NA * * 09/01/10 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 03/19/11 <1.0 <1.0 <1.0 <2.0 <1.0 I <1.0 * * 09/20/11 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 04/26/12 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * MW-4A 01/10/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * * * * * * * * * * * 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 * * 05/18/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 * * 12/08/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 * * 06/21/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * 12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 Page 2 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern 4 v c d C °' v d 3 ° v a�i u T X L W °' m ~ ? �, a� v f6 �' a z s u '° Q ? Q £ ~ t N +' t u `° Q aT+ m ~ GJ c a� c _� . 3 N +' 0 v c c t s d E ° V s v ° m p w N s v 2 N o s V a, N co v o c s f0 N r-i W s N W ° H c c a, s a� � c c v s Gl E Ln Well ID Date Collected (mm/dd/yy) MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 07/17/18 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 01/21/19 <0.27 <0.29 <0.20 <0.16 <0.068 <0.10 * * <0.16 <0.066 <0.24 <0.12 <0.080 <0.12 <0.22 <0.18 <0.15 <0.16 07/08/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 MW-4A 01/17/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 (cont.) 07/29/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 06/24/21 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 01/27/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 02/20/07 ND ND ND ND ND NA * * 12/22/09 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 09/01/10 NS NS NS NS NS NS * * 03/19/11 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * MW-5A 09/20/11 NS NS NS NS NS NS * * 04/26/12 <1.0 <1.0 <1.0 <2.0 1.7 <1.0 * * 01/01/13 <1.0 <1.0 <1.0 <2.0 1.7 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 0.34 J <0.12 * * 07/25/22 <0.13 <0.13 <0.13 <1.5 11.5 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 05/31/02 9,000 31,000 1,200 16,800 8,300 NA * * 02/11/03 4,600 8,700 <1,000 8,900 10,000 NA * * 02/19/04 4,100 13,000 <1,000 20,300 33,000 NA * * 11/09/04 4,700 17,000 <1,000 22,000 41,000 NA * * 02/20/07 3,700 13,000 ND 19,600 36,000 NA * * 12/22/09 12.0 90.4 16.3 887 247 163 * * 09/01/10 6.1 46.7 <5.0 473 267 56.7 03/28/11 11.9 96.5 8.6 825 570 134 * * 09/20/11 NS NS NS NS NS NS * * 04/26/12 Dry 01/10/13 <1.0 2.6 <1.0 20.2 2.4 7.4 * * 08/08/13 1.6 5.2 <1.0 25.1 4.1 7.2 * * Page 3 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern L W co c c 4 v °' v s t c a� 0 v c v c c v c d v d a�i T m f6 u '° Q u `° Q c _� c t s d s v ° m s v o s V o c s W W a, s v s C 3 X ~ �' ? Q £ ~ aT+ m ~ . E p w 2 f0 ° a� Gl Date °' ° ? a 3 ° a, s E Well ID Collected u z t (mm/dd/yy) �, a� N +' GJ N +' V N N N N N H � Ln r-i MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 03/24/14 1.8 <1.0 <1.0 33.2 6.7 10.3 * * 12/01/15 8.6 35.8 4.0 69.1 25.7 12.1 * * 05/18/16 18.5 36.2 10.7 151 89.1 21.7 * * 12/08/16 7.5 22.4 4.6 60 98.4 9.0 * * 06/21/17 2.0 17 1.7 22.4 94.7 3.0 * * 12/04/17 2.8 22.6 2.0 30.7 114 2.9 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 15.0 9.8 MW-6 07/17/18 1.5 6.9 0.62 10.8 71.2 2.2 * * <0.13 1.3 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 5.3 4.7 (cont.) 01/21/19 1.7 7.5 0.95 19.4 157 3.7 * * <0.16 <0.066 <0.24 <0.12 <0.080 <0.12 <0.22 <0.18 8.6 9.3 07/08/19 2.9 11.4 1.9 J 24.8 114 6.7 * * <0.63 <1.0 <0.63 <0.63 <5.0 <0.63 <0.63 <0.63 11.2 14.5 01/17/20 7.2 J 8.0 J 4.6 J 46.3 512 12.9 * * <2.5 5.8 J <2.5 <2.5 <20 <2.5 <2.5 <2.5 17.6 32.7 07/29/20 97.1 1,240 85.4 1,230 1,680 361 * * <2.5 <4.0 <2.5 <2.5 <20 <2.5 <2.5 <2.5 255 147 06/24/21 221 6,040 229 4,710 1,930 861 * * 224 * * * 418 B * * * 1,130 434 01/27/22 244 4,950 284 3,950 2,210 994 321 <10 <0.63 3.7 5.4 1.8 J <5.0 <0.63 <0.63 <0.63 1,060 553 07/25/22 151 2,800E 180 2,880 2,000 827 NR NR <6.3 11.1 4.3 <6.3 65.4J 17.4 <6.3 <6.3 817 399 02/11/03 ND ND ND ND ND NA * * 02/19/04 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 11/09/04 ND ND ND ND ND NA * * 02/20/07 ND ND ND ND ND NA * * 04/26/12 ND ND ND ND ND NA * * MW-7 01/10/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 * * 05/18/16 <0.13 1.4 0.73 4.4 <0.13 9.9 B * * 07/25/22 NS NS NS NS NS NS * * Page 4 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern 4 c GJ C °' m v d 3 ° H v a�i s ; LA W T X i L W 3- m ~ ? T ate+ a� v f6 �' a f0 z s u '° Q ? Q £ ~ a, N +' t u `° Q aT+ m ~ c, GJ c a� c _� . 3 m N +' 0 v c c t s d E ° ++ O °' s V s v ° m p w o N s v 2 N o s V a, >• s G�J co v o c s f0 Ol N r-i W s v L N r- « W ° s H c c a, s s a� L � c c v s s G1 E i Ln Well ID Date Collected (mm/dd/yy) MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 02/12/03 ND ND ND ND 1.3 NA * * 02/19/04 <1.0 <1.0 <1.0 <2.0 1.5 NA * * 11/09/04 ND ND ND ND ND NA * * 02/20/07 ND ND ND ND ND NA * * 06/30/09 <1.0 <1.0 <1.0 <1.0 <1.0 NA * * 12/11/09 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 09/01/10 NS NS NS NS NS NS * * MW-8 03/19/11 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 09/20/11 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 04/26/12 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 01/10/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 0.35 J <0.12 * * 05/18/16 <0.13 <0.13 <0.13 <0.31 0.29 J <0.13 * * 07/25/22 <0.13 <0.13 <0.13 <1.5 9.7 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 02/19/04 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 11/09/04 ND ND ND ND 1.5 NA * * 02/20/07 ND ND ND ND 4.3 NA * * 12/22/09 <1.0 <1.0 <1.0 <2.0 2.5 <1.0 * * 09/01/10 NS NS NS NS NS NS * * M W-9 03/19/11 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 * * 09/20/11 <1.0 <1.0 <1.0 <2.0 2.8 <1.0 * * 04/26/12 <1.0 <1.0 <1.0 <2.0 6.8 <1.0 * * 01/10/13 <1.0 <1.0 <1.0 <2.0 2.1 <2.0 * * 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 1.9 <0.12 * * 07/25/22 <0.13 <0.13 <0.13 <1.5 3.2 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 Page 5 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern L W co c c 4 s t c v v r- c c v LA W 3-s v u u a� 0 c s o o a, v v c v d a�i T m f6 '° Q `° c c t s d v ° v s V c W W s s d 3 X ~ ? Q Q m _� . E m 2 s Date C °' ° ? �' a £ ~ aT+ ~ 3 ° p w a, f0 s ° a� Gl E Well ID Collected u z t (mm/dd/yy) �, a� w +' GJ N +' V N N GJ N N H � Ln r-i MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 05/18/16 <0.13 <0.13 <0.13 <0.31 7.3 <0.13 * * 12/08/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 * * 06/21/17 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * 12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 0.59 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/17/18 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 01/21/19 <0.27 <0.29 <0.20 <0.16 <0.068 <0.10 * * <0.16 <0.066 <0.24 <0.12 <0.080 <0.12 <0.22 <0.18 <0.15 <0.16 MW-10 07/08/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 01/17/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/29/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 06/24/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 01/27/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 AS-1 01/27/22 0.22 J <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 AS-2 01/27/22 <0.13 44.9 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 0.77 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 108 <0.13 <1.5 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 6.5 JB <0.13 <0.13 <0.13 <0.13 <0.13 AS-4 01/27/22 0.20 J <0.13 <0.13 <0.25 634 <0.13 <2.0 <2.0 <0.13 0.27 J <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 48.6 <0.13 NR NR <0.13 0.44J <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 02/19/04 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 11/09/04 ND ND ND ND ND NA * * 02/20/07 2.9 N D N D N D 4.3 NA * * 06/30/09 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 09/01/10 NS NS NS NS NS NS * * VE-1 03/19/11 NS NS NS NS NS NS * * 09/20/11 NS NS NS NS NS NS * * 04/26/12 <1.0 <1.0 <1.0 <2.0 <1.0 NA * * 01/10/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 54.8 E <0.12 * * 05/18/16 <0.13 <0.13 <0.13 <0.31 68.3 E <0.13 * * 07/25/22 <0.13 <0.13 <0.13 <1.5 1,500 <0.13 NR NR <0.13 7.0 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 Page 6 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern L W co c c 4 v °' v s t c a� 0 v c v c c v c d v d a�i T m f6 u '° Q u `° Q c _� c t s d s v ° m s v o s V o c s W W a, s v s C 3 X ~ �' ? Q £ ~ aT+ m ~ . E p w 2 f0 ° a� Gl Date °' ° ? a 3 ° a, s E Well ID Collected u z t (mm/dd/YY) a N +' GJ +� �' V N ri N r i N g N ni N H � rl Ln rn r_ r-i MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 08/08/13 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * WSW-2 03/24/14 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 7.5 <0.17 <0.15 0.46 J <0.16 <0.12 * * * * * * * * * * * * (Before 06/21/17 124 <0.13 <0.13 11.9 <0.13 2.5 * * GAC) 12/04/17 40.5 <0.13 <0.13 4.4 <0.13 0.67 * * <0.13 <0.20 <0.13 4.5 <1.0 <0.13 <0.13 <0.13 1.3 <0.13 07/17/18 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 05/18/16 1.3 <0.13 <0.13 <0.31 <0.13 <0.13 * * 12/08/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 * * WSW-2 06/21/17 3.5 <0.13 <0.13 0.28 J <0.13 <0.13 * * (After GAC) 08/28/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <1.0 * * * <0.13 <0.13 12/04/17 0.22 J <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 0.84 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/17/18 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 03/24/14 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 * * 12/01/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 * * 05/18/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 * * 12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/17/18 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 WSW-3 01/21/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 07/08/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 01/17/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/29/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 06/24/21 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 01/27/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 Page 7 of 9 TABLE 6 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Date: 09/02/22 Analytical Method 4 EPA Method 6200B Contaminant of Concern L W co c c 4 s t c v v r- c c v LA W 3-s v u u a� 0 c s o o a, v v c v d a�i T m f6 '° Q `° c c t s d v ° v s V c W W s s d 3 X ~ ? Q Q m _� . E m 2 s Date C °' ° ? �' a £ ~ aT+ ~ 3 ° p w a, f0 s ° a� Gl E Well ID Collected W z t (mm/dd/yy) �, a� w +' GJ N +' V N N GJ N N H � Ln r-i MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) 5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 05/18/16 <0.13 <0.13 <0.13 <0.31 0.18 J <0.13 * * 12/04/17 <0.13 <0.13 <0.13 <0.25 0.29 J <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/17/18 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 0.14 J <0.13 <0.13 <0.13 01/21/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS WSW-11 07/08/19 <0.13 <0.13 <0.13 <0.25 0.47 J <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 0.29 J <0.13 <0.13 <0.13 01/17/20 <0.13 <0.13 <0.13 <0.25 0.70 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 0.32 J <0.13 <0.13 <0.13 07/29/20 <0.13 <0.13 <0.13 <0.25 0.28 J <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 0.20 J <0.13 <0.13 <0.13 06/24/21 <0.13 <0.13 <0.13 <0.25 0.61 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 0.20 J <0.13 <0.13 <0.13 01/27/22 <0.13 <0.13 <0.13 <0.25 1.0 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 0.31 J <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 0.84 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 12/01/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 * * 05/18/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 * * 06/21/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * 12/04/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/17/18 <0.13 <0.13 <0.13 <0.26 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 Trip Blank 01/21/19 <0.27 <0.29 <0.20 <0.16 <0.068 <0.10 * * <0.16 <0.066 <0.24 <0.12 0.13 J <0.12 <0.22 <0.18 <0.15 <0.16 07/08/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/29/20 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 06/24/21 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 * * <0.13 <0.20 <0.13 <0.13 1.3 J <0.13 <0.13 <0.13 <0.13 <0.13 01/27/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <2.0 <2.0 <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 07/25/22 <0.13 <0.13 <0.13 <1.5 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <1.0 <0.13 <0.13 <0.13 <0.13 <0.13 Page 8 of 9 TABLE 6 Date: 09/02/22 SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS THE CORNER STORE (INCIDENT NO. 15139) Analytical Method 4 EPA Method 6200B Contaminant of Concern L W co c c 4 v °' v s t c a� 0 v c s s o v o c a, c v v c v a�i T m f6 _u '° Q o `° c c t s d v ° v s V c W « W s s s s d 3 X ~ ? Q Q m _� . E m 2 s Date C °' m ° H i ? �' a £ ~ Q aT+ ~ m 3 m ° O p w a, >• f0 Ol s v ° s a� Gl E Well ID Collected S ; T f6 z ++ °' s o s L L i (mm/dd/YY) s a N +' GJ +� �' V N ri N r i G�J g N ni N H ei Ln rn r-i MAC (µg/1) 1 600 600 500 20 6 40 10 70 3 0.02 0.4 5 0.2 0.7 3 400 400 GCL (µg/1) �--5'000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 14,750 3,000 50 400 5,000 200 700 3,000 28,500 24,100 Notes: • Results reported in micrograms per liter (µg/1). • Analytical results from 2014 and earlier from Remediation Monitoring Report dated April 1, 2014 by Irminger Consulting, Inc. • *: Concentrations prior to the initial detection in a water supply well have not been updated. • MAC: Maximum allowable concentrations as specified in T15A NCAC 2L.0202. • < : Less than the method detection limit specified in the laboratory report. • GCL : Gross contamination level. • FP : Free product. • NR: Not Requested; ND: Not Detected; NS: Not Sampled, NA: Not available. • J: Estimated value. • E: Value exceeds calibration range. • B: Indicates analyte found in associated method blank. • Concentrations in bold exceeded the MACS. • Concentrations in italics exceeded the GCLs. • Refer to laboratory report for detected constituents that did not exceed the MACS, or for which no standard has been established. • Other reported compounds above the MAC: 05/18/16 - 1,2-dichloroethane in WSW-2; 06/21/17 - 1,2-dichloroethane in WSW-2 (Before GAC) and WSW-2 (After GAC); 12/04/17 - 1,2-dichloroethane in WSW-2 (Before GAC) and WSW-2 (After GAC); 07/17/18 - methyl chloride in MW-IA; 1/17/20 - methyl chloride in MW-6; 07/29/20 - tetrachloroethene and trichloroethene in MW-1A. Page 9 of 9 APPENDICES APPENDIX A State Correspondence ROY COOPER Governor ELIZABETH S. BISER Secretary MICHAEL SCOTT Director Linda Beam P.O. Box 304 Mooresville, NC 28115 Dear Ms. Beam: NORTH CAROLINA Environmental Quality March 7, 2022 Re: Acknowledgement of Report Receipt Corner Store 896 Oak Ridge Farm Road, Mooresville Iredell County Incident Number: 15139 Risk Classification: H-250-D The UST Section, Division of Waste Management, is in receipt of the report dated February 28, 2022. The report has been reviewed and will maintained in the Mooresville Regional Office. The UST Section agrees with the recommendations presented in the report. If you have questions regarding the information contained in this letter, please contact me at Ryan.Bond@ncdenr.gov or at the address and telephone number listed below. Sincerely, Ryan A. Bond, P.G. Hydrogeologist Mooresville Regional Office UST Section, Division of Waste Management, NCDEQ cc: Joanna Alley, E.I.T. — GRI Mooresville Regional Office 1 610 E Center Ave I Suite 301 1 Mooresville, NC 28115 1 (704) 663-1699 MO-4537 15139 G C 20220307 tiC:R CAA�i'NnD Q�� Dr,a ,e of E,vi—mfaJ auunry North Carolina Department of Environmental Quality I Division of Waste Management Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115 704.663.1699 DIRECTED - CAB ONLY Site Name The Corner Store Resp Pty Name / Contact Linda Beam ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORM Dept of Environmental Quality - Division of Waste Management City / County Mooresville / Iredell Incident # 15139 Incident Mgr Ryan Bond Region MOR RP Type (Owner/Operator/Landowner/Attny-in fact) Owner/Operator Change Order? Prev. TA # 45 Consultant / Project Mgr Geological Resources, Inc. / Joanna R Alley (Reserved for Incident Manager) Telephone / Fax Number 704-845-4010 / 704-845-4012 Task Authorization Number: 46 ChangeOrd: Project Mgr Email jra@geologicalresourcesinc.com Site Risk/Rank/Abatement: H-250-D RRA Date: 611012022 Proposal# / Scope Dates 22-291 / July 2022 % Commercial (C=100% NC=O% Both=1%-99%) 100.00% Has STF Eligibility Been Determined? (Y/N) YES Site Status (Active or NFA Date) Active Note: This Electronic Preapproval Task Authorization (ePATA) shall be used to receive preapproval from the UST Section. A proposal, including maps and figures, must be attached to elaborate on the costs for the tasks listed below that describes the scope of work and the rationale for the proposed activities. If, following completion of this ePATA, you discover that unexpected tasks must be performed, incurring costs for tasks not originally included with this form, you must complete and submit a separate ePATA request designated as a "Change Order" in the provided space above prior to conducting those tasks. Include a copy of the prior ePATA form for confirmation. Please attach this form to the cover of the corresponding claim when requesting reimbursement. IMPORTANT: Only one claim may be submitted per ePATA and all work on the ePATA must have been completed within 12 months of the completion date of the FIRST completed task to remain within the Statute of Limitations. All ePATAs submitted within a claim are closed with that claim, and may not be re -used in a separate submittal, even for costs or tasks that were not originally claimed. Final reimbursement of costs associated with the Total Claimed amount below may be affected by the eligibility status of the site (i.e., deductibles, apportionment, etc.), and the documentary validation of incurred costs as reasonable and necessary expenses per 15A NCAC 2P .0402 and .0404. With Claim: [ ] All Main Consultant/Contractor invoices attached? [ ] Proof of payment attached directly to the front of each invoice? • Important: The date of reimbursement is dependent on the Trust Fund balance. There may be a delay in the reimbursement of claims for work under this ePATA. PREAPPROVAL / TASK AUTHORIZATION (See Instructions /RRD for Tasks requiring Preapproval /Task Authorization) FINAL REIMBURSEMENT (Must Complete with Claim Submittal) o a T M Task# Lab / SubCode Proposed Units/Type (Consultant) s 53 a cc Proposed Rate/Price Consultant () > 3 a Proposed Task Subtotal Consultant () Final Preapproved Subtotal (USTSection) Dates of Work (Consultant) Started' C2 omleted / p Claimed Amount3 (Consultant) 2.281 5 / socks y $30.00 y $150.00 $150.00 / 4.031 14 / wells y $110.00 y $1,540.00 $1,540.00 / 4.041 1 / well y $75.00 y $75.00 $75.00 / y 4.045 1 / well y $75.00 y $75.00 $75.00 / 4.090 #272 16 / samples y $66.00 y $1,056.00 $1,056.00 / 4.091 1 / shipment y $60.00 y $60.00 $60.00 / y 4.095 #272 1 / sample y $66.00 y $66.00 $66.00 / 6.090 1 / report y $1,125.00 y $1,125.00 $1,125.00 / 12.050 1 / trip y $250.00 y $250.00 $250.00 / 12.055 1 / trip y $50.00 y $50.00 $50.00 / TOTAL: Total Standard Costs (Not Third Party) Total applied as Third Party Deductible/Damage Costs Process Tracking (Date) (Initials) Requested Preapproved $4,447.00 $4,447.00 $4,306.00 $4,306.00 $141.00 $141.00 Claimed' TOTAL: Total Standard Costs Total Third Pty Costs TA Submittal: 6/10/22 by: JRA (PM) (Reserved for RO) RO Review: 6/10/22 by: RAB (IM) Joint UST Preapproval Confirmed By: Date' 6/13/20: RO Supv. Review: 6/13/22 by: RHT (STF) RP or Designee Receipt Confirmation By: Date 4 1 - This ePATA expires one year from the Joint UST Preapproval date. This does not extend, alter, or supersede any regulatory deadlines (e.g., NORR's, NOV's, Enforcements, etc.) 2 - THE ONE YEAR STATUTE OF LIMITATIONS APPLIES TO EACH INDIVIDUAL TASK. Costs must be claimed within one year of completion of that task to be reimbursable. 3 - Only Tasks included on this ePATA may be claimed. Do not include other Tasks or claimed costs (i.e., Claim preparation) that were not preapproved or the claim will be returned. 4 - Preapproval is not valid (i.e., claimable) until receipt is signed as'Confirmed' by the RP or their designee within a week of approval. The signed pre -approval must be submitted in the submitted claim. Signature indicates acknowledgement of the tasks and amounts approved. Any objections/appeals must be submitted via Change Order prior to work proceeding. Scope/cost negotiations do not supersede other regulatory deadlines as described in #1 above. Also, any ePATA that has been signed as'Confirmed' by both the UST Section and RP is not to be modified without written consent by all signatories. 5 - Tasks approved on Directed - CAB Only ePATAs must be performed in accordance with all applicable rules, statutes, and RRD Task Scopes of Work to be reimbursed in full. D W M/UST ePATA 4/1/2022 APPENDIX B Water Supply Well Information Table 2 Area Water Supply Wells The Corner Store Mooresville, forth Carolina 28115 CZY Project No. 20244 Wen No. Property Owner(s) Property Address well Status Municipal water Available Connected to Municipal Water 1 Mooresville Oil Company (previously owned by Randy and Linda Beam 896 Oak Ridge Farm Road Subject Site Inactive Yes Yes 2 Gary and Linda Meccia (formerly Minnie Junkin) 896 Mt. Ulla Highway Active Yes No 3 J. D. Lowe 890 Mt. Ulla Highway Active Yes No 4 Lee Roy Horne 886 Mt. Ulla Highway Active Yes No 5 Gilbert Scherrill 882 Mt. Ulla Highway Active Yes No 6 Mary O. McConnei 868 Mt. Ulla Highway Inactive Yes Yes 7 Unknown 842 Mt. Ulla Highway Unknown Yes Unknown 8 Linda C. Beam 899 Mt. Ulla Highway Active Yes No 9 Helen Keller 889 Mt. Ulla Highway Active Yes No 10 Jim Hawthorne 881 Mt. Ulla Highway Active Yes No 11 George and Susie Brawley 908 Oak Ridge Farm Road Active No - No 12 Charles Tilley 920 Oak Ridge Farm Road Active No No 13 T. Beam 932 Oak Ridge Farm Road Active No No 14 Custon Rides and Audio. 940 Oak Ridge Farm Road Active No No 15 Brawley Construction Co. 954 Oak Ridge Farm Road Active No No 16 E. F_ Belk & Son, Inc. 933 Oak Ridge Farm Road Active No No 17 Don & Shirley Pearson 115 Pepaw Drive Active No No 18 Unknown Unknown Active No No 19 Unknown 934 Mt. Ulla Highway Active No No 20 Danny King 928 Mt. Ulla Highway Active No No 21 Quality Utility Buildings/Port City Cycles/Ms. Susie 916 Mt. Ulla Highway Active No No 22 Edna W. Belk 914 Oak Ridge Farm Road Active No No 23 The General Store Oak Ridge Farm Road Active No No 24 Unknown 844 Oak Ridge Farm Road Active No No Unknown 841 /845 Oak Ridge Farm Rd. Active No No k25 26 Unknown 951 Mt. Ulla Road Active No No APPENDIX C Laboratory Analytical Report Orlando, FL The results set forth herein are provided by SGS North America Inc. a-Hl ydcopy 2. 0 Automated Report Technical Report for GRI (Geol ogi cal Resources Inc.) Corner Store; 896 Oak Ri dge Farm Rd, M ooresvi I I e, N C 3992/15139 SGS Job Number: FA97618 Sampling Date: 07/25/22 Report to: GRI 3502 Hayes Rd Monroe, NC 28110 ras@geol ogi cal resourcesi nc. com; nml @geol ogi cal r urcesi nc. com; carri ekennedy@geol ogi cal resourcesi nc. com; j j r@geo ogi cal resourcesi nc. com ATTN: Randy Smith Total number of pages in report: 70 '? pCCRFO 2� Test results contained within this data package meet the requirements Norm Farmer of the National Environmental Laboratory Accreditation Program Technical Director and/or state specific certification programs as applicable. CI i ent Service contact: M una Mohammed 407-425-6700 Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NJ(FL002), NY(12022), SC(96038001) DoD ELAP(ANAB 1-2229), AZ(AZ0806), CA(2937), TX(T104704404), PA(68-03573), VA(460177), AL, AK, AR, CT, IA, KY, MA, MI. MS, ND, NH, NV, OK, OR, IL, UT, VT, WA, WI, WV This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: 407-425-6700 • fax: 407-425-0707 SGS is the sole authority for authorizing edits or modifications to this document. Please share your ideas about Unauthorized modification of this report is strictly prohibited. how we can serve you better at: Review standard terms at: http://www.sgs.com/en/terms-and-conditions EHS.US.CustomerCare@sgs.com 1 of 70 FA97618 September 12, 2022 Ms. Joanna Alley Geological Resources Inc. 3502 Hayes Road Monroe, NC 28110 RE: SGS North America Inc. - Orlando job FA97618 Reissue Dear Ms. Alley, The final report for job number FA97618 has been edited to reflect requested corrections. These edits have been incorporated into the revised report. Sample ID has been revised. Total Xylene and MTBE reported. SGS North America Inc. - Orlando apologies for any inconvenience this may have caused. Please feel free to contact us if we can be of further assistance. Sincerely, SGS North America, Inc. - Orlando Florida ♦ 4405 Vineland Road ♦ Suite C-15 ♦ Orlando, FL 32811 ♦ tel: 407 425-6700 ♦ fax: 407 425-0707 6 2 of 70 FA97618 Sections: Table of Contents -I- Section1: Sample Summary................................................................................................... 4 Section2: Summary of Hits.................................................................................................... 6 Section3: Sample Results........................................................................................................ 9 3.1: FA97618-1: MW-lA..................................................................................................... 10 3.2: FA97618-2: MW-4A..................................................................................................... 13 3.3: FA97618-3: MW-5A..................................................................................................... 15 3.4: FA97618-4: MW-6........................................................................................................ 17 3.5: FA97618-5: MW-8........................................................................................................ 20 3.6: FA97618-6: MW-9........................................................................................................ 22 3.7: FA97618-7: MW-10...................................................................................................... 24 3.8: FA97618-8: AS-2.......................................................................................................... 26 3.9: FA97618-9: AS-1.......................................................................................................... 29 3.10: FA97618-10: AS-4...................................................................................................... 31 3.11: FA97618-11: VE-1...................................................................................................... 33 3.12: FA97618-12: WSW-3................................................................................................. 36 3.13: FA97618-13: WSW- 11............................................................................................... 38 3.14: FA97618-14: TB......................................................................................................... 40 Section4: Misc. Forms............................................................................................................ 42 4.1: Chain of Custody........................................................................................................... 43 Section 5: MS Volatiles - QC Data Summaries..................................................................... 46 5.1: Method Blank Summary................................................................................................ 47 5.2: Blank Spike Summary................................................................................................... 55 5.3: Matrix Spike/Matrix Spike Duplicate Summary........................................................... 63 W, SGS North America Inc. Sample Summary GRI (Geological Resources Inc.) Job No: FA97618 Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Project No: 3992/15139 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID This report contains results reported as ND = Not detected. The following applies: Organics ND = Not detected above the MDL FA97618-1 07/25/22 11:23 JB 07/26/22 AQ Ground Water MW-lA FA97618-2 07/25/22 10:35 JB 07/26/22 AQ Ground Water MW-4A FA97618-3 07/25/22 12:25 JB 07/26/22 AQ Ground Water MW-5A FA97618-4 07/25/22 11:32 JB 07/26/22 AQ Ground Water MW-6 FA97618-5 07/25/22 12:14 JB 07/26/22 AQ Ground Water MW-8 FA97618-6 07/25/22 11:57 JB 07/26/22 AQ Ground Water MW-9 FA97618-7 07/25/22 10:55 JB 07/26/22 AQ Ground Water MW-10 FA97618-8 07/25/22 12:45 JB 07/26/22 AQ Ground Water AS-2 FA97618-9 07/25/22 13:05 JB 07/26/22 AQ Ground Water AS-1 FA97618-10 07/25/22 13:25 JB 07/26/22 AQ Ground Water AS-4 FA97618-11 07/25/22 11:41 JB 07/26/22 AQ Ground Water VE-1 FA97618-12 07/25/22 13:59 JB 07/26/22 AQ Water WSW-3 6 4 of 70 FA97618 SGS North America Inc. Sample Summary (continued) GRI (Geological Resources Inc.) Job No: FA97618 Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Project No: 3992/15139 Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID FA97618-13 07/25/22 14:05 JB 07/26/22 AQ Water WSW- 11 FA97618-14 07/25/22 08:15 JB 07/26/22 AQ Trip Blank Water TB 6 5 of 70 FA97618 Summary of Hits Job Number: FA97618 Account: GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Collected: 07/25/22 ,ab Sample ID Client Sample ID Result/ Lnalyte Qual RL MDL Units Method FA97618-1 MW-lA sec-Butylbenzene tert-Butylbenzene Di -Isopropyl Ether p-Isopropyltoluene Methyl Chloride Methyl Tert Butyl Ether a 1, 2, 4-Trimethylbenzene 1, 3, 5-Trimethylbenzene FA97618-2 MW-4A No hits reported in this sample. FA97618-3 MW-5A Methyl Tert Butyl Ether FA97618-4 MW-6 0.22 J 0.50 0.13 ug/1 SM 6200B 0.17 J 0.50 0.13 ug/1 SM 6200B 3.5 0.50 0.13 ug/1 SM 6200B 0.18 J 0.50 0.13 ug/1 SM 6200B 1.9 0.50 0.20 ug/1 SM 6200B 501 10 2.5 ug/1 SM 6200B 0.79 0.50 0.13 ug/1 SM 6200B 0.37 J 0.50 0.13 ug/1 SM 6200B 11.5 0.50 0.13 ug/1 SM 6200B Benzene 151 25 6.3 ug/1 SM 6200B n-Butylbenzene 3.0 2.5 0.63 ug/1 SM 6200B sec-Butylbenzene 3.2 2.5 0.63 ug/1 SM 6200B Chloroethane 7.7 2.5 1.0 ug/1 SM 6200B o-Chlorotoluene 50.4 25 6.3 ug/1 SM 6200B 1,2-Dibromoethane 4.3 2.5 0.63 ug/1 SM 6200B Di -Isopropyl Ether 24.4 J 25 6.3 ug/1 SM 6200B Ethylbenzene 180 25 6.3 ug/1 SM 6200B Isopropylbenzene 11.2 J 25 6.3 ug/1 SM 6200B p-Isopropyltoluene 4.7 2.5 0.63 ug/1 SM 6200B Methyl Chloride 11.1 2.5 1.0 ug/1 SM 6200B Methylene Chloride b 65.4 J 100 50 ug/1 SM 6200B Methyl Tert Butyl Ether 2000 25 6.3 ug/1 SM 6200B Naphthalene 827 25 6.3 ug/1 SM 6200B n-Propylbenzene 21.7 J 25 6.3 ug/1 SM 6200B 1,1,2,2-Tetrachloroethane 17.4 2.5 0.63 ug/1 SM 6200B Toluene 2800 E 25 6.3 ug/1 SM 6200B 1,2,4-Trimethylbenzene 817 25 6.3 ug/1 SM 6200B 1,3,5-Trimethylbenzene 399 25 6.3 ug/1 SM 6200B m,p-Xylene 1330 50 6.3 ug/1 SM 6200B o-Xylene 1550 25 6.3 ug/1 SM 6200B Xylene (total) 2880 75 13 ug/1 SM 6200B Page 1 of 3 6 6 of 70 FA97618 Summary of Hits Job Number: FA97618 Account: GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Collected: 07/25/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method Page 2 of 3 FA97618-5 MW-8 Methyl Tert Butyl Ether 9.7 0.50 0.13 ug/1 SM 6200B FA97618-6 MW-9 Methyl Tert Butyl Ether 3.2 0.50 0.13 ug/1 SM 6200B FA97618-7 MW-10 No hits reported in this sample. FA97618-8 AS-2 Methylene Chloride b 6.5 JB 10 5.0 ug/1 SM 6200B Toluene 108 2.5 0.63 ug/1 SM 6200B FA97618-9 AS-1 No hits reported in this sample. FA97618-10 AS-4 Di -Isopropyl Ether 0.79 0.50 0.13 ug/1 SM 6200B Methyl Chloride 0.44 J 0.50 0.20 ug/1 SM 6200B Methyl Tert Butyl Ether 48.6 1.3 0.31 ug/1 SM 6200B FA97618-11 VE-1 2,2-Dichloropropane 0.28 J 0.50 0.13 ug/1 SM 6200B Di -Isopropyl Ether 5.9 0.50 0.13 ug/1 SM 6200B Methyl Chloride 7.0 0.50 0.20 ug/1 SM 6200B Methyl Tert Butyl Ether 1500 25 6.3 ug/1 SM 6200B FA97618-12 WSW-3 No hits reported in this sample. FA97618-13 WSW-11 Methyl Tert Butyl Ether 0.84 0.50 0.13 ug/1 SM 6200B FA97618-14 TB No hits reported in this sample. 6 7 of 70 FA97618 Summary of Hits Page 3 of 3 Job Number: FA97618 Account: GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Collected: 07/25/22 Lab Sample ID Client Sample ID Result/ Analyte Qual RL MDL Units Method (a) Associated CCV outside control limits low. (b) Associated Initial Calibration outside control limits (%RSD > 15%). 6 8 of 70 FA97618 FM Orlando, FL Sample Results Report of Analysis i ==MAO Section 3 6 9 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID: MW-lA Lab Sample ID: FA97618-1 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233659.13 1 07/27/22 14:41 SS n/a n/a VA3199 Run #2 A0233717.13 20 07/29/22 02:19 SS n/a n/a VA3201 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene 0.22 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene 0.17 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane a ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 J J ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-lA Lab Sample ID: FA97618-1 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether 3.5 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene 0.18 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride 1.9 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether c 501 d 10 2.5 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene 0.79 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene 0.37 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 102% 104% 70-130% 17060-07-0 1,2-Dichloroethane-D4 108% 106% 70-130% 2037-26-5 Toluene-D8 95% 99% 70-130% 460-00-4 4-Bromofluorobenzene 105% 101% 70-130% J J (a) Associated ECC outside control limits low. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 11 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-lA Lab Sample ID: FA97618-1 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q (c) Associated CCV outside control limits low. (d) Result is from Run# 2 Page 3 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 6 12 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: MW-4A Lab Sample ID: FA97618-2 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233660.13 1 07/27/22 15:27 SS n/a n/a VA3199 Run #2 Purge Volume Run # 1 10.0 ml Run #2 VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane a ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 13 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-4A Lab Sample ID: FA97618-2 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 100% 70-130% 17060-07-0 1,2-Dichloroethane-D4 108% 70-130% 2037-26-5 Toluene-D8 101% 70-130% 460-00-4 4-Bromofluorobenzene 99% 70-130% (a) Associated ECC outside control limits low. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 14 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: MW-5A Lab Sample ID: FA97618-3 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233661.13 1 07/27/22 15:49 SS n/a n/a VA3199 Run #2 Purge Volume Run # 1 10.0 ml Run #2 VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane a ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 15 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-5A Lab Sample ID: FA97618-3 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether 11.5 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 105% 70-130% 17060-07-0 1,2-Dichloroethane-D4 108% 70-130% 2037-26-5 Toluene-D8 95% 70-130% 460-00-4 4-Bromofluorobenzene 100% 70-130% (a) Associated ECC outside control limits low. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 16 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID: MW-6 Lab Sample ID: FA97618-4 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233689.13 5 07/28/22 15:51 SS n/a n/a VA3200 Run #2 A0233829.13 50 08/04/22 16:39 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene 151 a 25 6.3 ug/1 108-86-1 Bromobenzene ND a 25 6.3 ug/1 74-97-5 Bromochloromethane ND a 25 6.3 ug/1 75-27-4 Bromodichloromethane ND a 25 6.3 ug/1 75-25-2 Bromoform ND a 25 6.3 ug/1 104-51-8 n-Butylbenzene 3.0 2.5 0.63 ug/1 135-98-8 sec-Butylbenzene 3.2 2.5 0.63 ug/1 98-06-6 tert-Butylbenzene ND a 25 6.3 ug/1 56-23-5 Carbon Tetrachloride ND a 25 6.3 ug/1 108-90-7 Chlorobenzene ND a 25 6.3 ug/1 75-00-3 Chloroethane 7.7 2.5 1.0 ug/1 67-66-3 Chloroform ND a 25 6.3 ug/1 95-49-8 o-Chlorotoluene 50.4 a 25 6.3 ug/1 106-43-4 p-Chlorotoluene b ND a 25 6.3 ug/1 124-48-1 Dibromochloromethane ND a 25 6.3 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND a 25 12 ug/1 106-93-4 1,2-Dibromoethane 4.3 2.5 0.63 ug/1 75-71-8 Dichlorodifluoromethane c ND a 25 10 ug/1 95-50-1 1,2-Dichlorobenzene ND a 25 6.3 ug/1 541-73-1 1,3-Dichlorobenzene ND a 25 6.3 ug/1 106-46-7 1,4-Dichlorobenzene ND a 25 6.3 ug/1 75-34-3 1, 1 -Dichloroethane ND a 25 6.3 ug/1 107-06-2 1,2-Dichloroethane ND a 25 6.3 ug/1 75-35-4 1, 1 -Dichloroethylene ND a 25 6.3 ug/1 156-59-2 cis-1,2-Dichloroethylene ND a 25 6.3 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND a 25 6.3 ug/1 78-87-5 1,2-Dichloropropane ND a 25 6.3 ug/1 142-28-9 1,3-Dichloropropane ND a 25 6.3 ug/1 594-20-7 2,2-Dichloropropane ND a 25 6.3 ug/1 563-58-6 1, 1 -Dichloropropene ND a 25 6.3 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND a 25 6.3 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND a 25 6.3 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 17 of 70 FA97618 SGS North America Inc. Report of Analysis lient Sample ID: MW-6 gab Sample ID: FA97618-4 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a 'roject: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether 24.4 a 25 6.3 ug/1 J 100-41-4 Ethylbenzene 180 a 25 6.3 ug/1 87-68-3 Hexachlorobutadiene ND a 25 6.3 ug/1 98-82-8 Isopropylbenzene 11.2 a 25 6.3 ug/1 J 99-87-6 p-Isopropyltoluene 4.7 2.5 0.63 ug/1 74-83-9 Methyl Bromide ND a 25 10 ug/1 74-87-3 Methyl Chloride 11.1 2.5 1.0 ug/1 74-95-3 Methylene Bromide ND a 25 6.3 ug/1 75-09-2 Methylene Chloride d 65.4 a 100 50 ug/1 J 1634-04-4 Methyl Tert Butyl Ether 2000 a 25 6.3 ug/1 91-20-3 Naphthalene 827 a 25 6.3 ug/1 103-65-1 n-Propylbenzene 21.7 a 25 6.3 ug/1 J 100-42-5 Styrene ND a 25 6.3 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND a 25 6.3 ug/1 79-34-5 1,1,2,2-Tetrachloroethane 17.4 2.5 0.63 ug/1 127-18-4 Tetrachloroethylene ND a 25 6.3 ug/1 108-88-3 Toluene 2800 a 25 6.3 ug/1 E 87-61-6 1,2,3-Trichlorobenzene ND a 25 6.3 ug/1 120-82-1 1,2,4-Trichlorobenzene ND a 25 6.3 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND a 25 6.3 ug/1 79-00-5 1,1,2-Trichloroethane ND a 25 6.3 ug/1 79-01-6 Trichloroethylene ND a 25 6.3 ug/1 75-69-4 Trichlorofluoromethane ND a 25 10 ug/1 96-18-4 1,2,3-Trichloropropane ND a 25 6.3 ug/1 95-63-6 1,2,4-Trimethylbenzene 817 a 25 6.3 ug/1 108-67-8 1,3,5-Trimethylbenzene 399 a 25 6.3 ug/1 75-01-4 Vinyl Chloride ND a 25 6.3 ug/1 m,p-Xylene 1330 a 50 6.3 ug/1 95-47-6 o-Xylene 1550 a 25 6.3 ug/1 1330-20-7 Xylene (total) 2880 a 75 13 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 103% 105% 70-130% 17060-07-0 1,2-Dichloroethane-D4 112% 110% 70-130% 2037-26-5 Toluene-D8 94% 95% 70-130% 460-00-4 4-Bromofluorobenzene 99% 98% 70-130% (a) Result is from Run# 2 (b) Associated BS recovery outside control limits high, sample is ND. Page 2 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 18 of 70 FA97618 SGS North America Inc. Report of Analysis Tent Sample ID: MW-6 ,ab Sample ID: FA97618-4 Date Sampled: 07/25/22 Ratrix: AQ - Ground Water Date Received: 07/26/22 lthod: SM 6200B Percent Solids: n/a 'roject: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q (c) Associated CCV outside control limits high, sample is ND. (d) Associated Initial Calibration outside control limits (%RSD > 15%). Page 3 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 19 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: MW-8 Lab Sample ID: FA97618-5 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233684.13 1 07/28/22 13:59 SS n/a n/a VA3200 Run #2 a A0233824.13 1 08/04/22 14:46 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 20 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-8 Lab Sample ID: FA97618-5 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether 9.7 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 106% 106% 70-130% 17060-07-0 1,2-Dichloroethane-D4 109% 109% 70-130% 2037-26-5 Toluene-D8 99% 99% 70-130% 460-00-4 4-Bromofluorobenzene 100% 98% 70-130% (a) Confirmation run. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 21 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: MW-9 Lab Sample ID: FA97618-6 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233685.13 1 07/28/22 14:21 SS n/a n/a VA3200 Run #2 a A0233825.13 1 08/04/22 15:08 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 22 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-9 Lab Sample ID: FA97618-6 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether 3.2 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 107% 108% 70-130% 17060-07-0 1,2-Dichloroethane-D4 111% 112% 70-130% 2037-26-5 Toluene-D8 95% 90% 70-130% 460-00-4 4-Bromofluorobenzene 96% 98% 70-130% (a) Confirmation run. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 23 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: MW-10 Lab Sample ID: FA97618-7 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233686.13 1 07/28/22 14:44 SS n/a n/a VA3200 Run #2 a A0233826.13 1 08/04/22 15:30 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 24 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: MW-10 Lab Sample ID: FA97618-7 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 107% 107% 70-130% 17060-07-0 1,2-Dichloroethane-D4 112% 110% 70-130% 2037-26-5 Toluene-D8 100% 100% 70-130% 460-00-4 4-Bromofluorobenzene 100% 99% 70-130% (a) Confirmation run. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 25 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID: AS-2 Lab Sample ID: FA97618-8 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233827.13 1 08/04/22 15:55 SS n/a n/a VA3205 Run #2 A0233852.13 5 08/05/22 15:53 SS n/a n/a VA3206 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene a ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane b ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound w 00 01 26 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: AS-2 Lab Sample ID: FA97618-8 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride 6.5 d 10 5.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene 108 d 2.5 0.63 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 110% 114% 70-130% 17060-07-0 1,2-Dichloroethane-D4 111% 116% 70-130% 2037-26-5 Toluene-D8 92% 96% 70-130% 460-00-4 4-Bromofluorobenzene 99% 99% 70-130% (a) Associated BS recovery outside control limits high, sample is ND. (b) Associated CCV outside control limits high, sample is ND. K- Page 2 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound w ib 27 of 70 FA97618 SGS North America Inc. Report of Analysis Tent Sample ID: AS-2 ,ab Sample ID: FA97618-8 Date Sampled: 07/25/22 Ratrix: AQ - Ground Water Date Received: 07/26/22 lthod: SM 6200B Percent Solids: n/a 'roject: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q (c) Associated Initial Calibration outside control limits (%RSD > 15%). (d) Result is from Run# 2 Page 3 of 3 w ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 28 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: AS-1 Lab Sample ID: FA97618-9 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233688.13 1 07/28/22 15:28 SS n/a n/a VA3200 Run #2 Purge Volume Run # 1 10.0 ml Run #2 VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/I 75-25-2 Bromoform ND 0.50 0.13 ug/I 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/I 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 29 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: AS-1 Lab Sample ID: FA97618-9 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride a ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 109% 70-130% 17060-07-0 1,2-Dichloroethane-D4 114% 70-130% 2037-26-5 Toluene-D8 87% 70-130% 460-00-4 4-Bromofluorobenzene 97% 70-130% (a) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 30 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: AS-4 Lab Sample ID: FA97618-10 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233693.13 1 07/28/22 17:20 SS n/a n/a VA3200 Run #2 A0233828.13 2.5 08/04/22 16:17 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 31 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: AS-4 Lab Sample ID: FA97618-10 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether 0.79 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride 0.44 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride a ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether 48.6 b 1.3 0.31 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 94% 108% 70-130% 17060-07-0 1,2-Dichloroethane-D4 83% 110% 70-130% 2037-26-5 Toluene-D8 90% 94% 70-130% 460-00-4 4-Bromofluorobenzene 98% 99% 70-130% J (a) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. (b) Result is from Run# 2 Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 32 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID: VE-1 Lab Sample ID: FA97618-11 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233833.13 1 08/04/22 18:09 SS n/a n/a VA3205 Run #2 A0233853.13 50 08/05/22 16:15 SS n/a n/a VA3206 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene a ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane b ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane 0.28 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 J ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 33 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: VE-1 Lab Sample ID: FA97618-11 Date Sampled: 07/25/22 Matrix: AQ - Ground Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether 5.9 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride 7.0 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride c ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether 1500 d 25 6.3 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 96% 108% 70-130% 17060-07-0 1,2-Dichloroethane-D4 90% 112% 70-130% 2037-26-5 Toluene-D8 98% 100% 70-130% 460-00-4 4-Bromofluorobenzene 101% 99% 70-130% (a) Associated BS recovery outside control limits high, sample is ND. (b) Associated CCV outside control limits high, sample is ND. Page 2 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 34 of 70 FA97618 SGS North America Inc. Report of Analysis Tent Sample ID: VE-1 ,ab Sample ID: FA97618-11 Date Sampled: 07/25/22 Ratrix: AQ - Ground Water Date Received: 07/26/22 lthod: SM 6200B Percent Solids: n/a 'roject: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q (c) Associated Initial Calibration outside control limits (%RSD > 15%), sample is ND. (d) Result is from Run# 2 Page 3 of 3 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 6 35 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: WSW-3 Lab Sample ID: FA97618-12 Date Sampled: 07/25/22 Matrix: AQ - Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233695.13 1 07/28/22 18:05 SS n/a n/a VA3200 Run #2 a A0233834.13 1 08/04/22 18:32 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 36 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: WSW-3 Lab Sample ID: FA97618-12 Date Sampled: 07/25/22 Matrix: AQ - Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 98% 98% 70-130% 17060-07-0 1,2-Dichloroethane-D4 87% 94% 70-130% 2037-26-5 Toluene-D8 100% 100% 70-130% 460-00-4 4-Bromofluorobenzene 98% 100% 70-130% (a) Confirmation run. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 37 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: WSW-11 Lab Sample ID: FA97618-13 Date Sampled: 07/25/22 Matrix: AQ - Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233696.13 1 07/28/22 18:27 SS n/a n/a VA3200 Run #2 a A0233835.13 1 08/04/22 18:54 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 38 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: WSW-11 Lab Sample ID: FA97618-13 Date Sampled: 07/25/22 Matrix: AQ - Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether 0.84 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 99% 100% 70-130% 17060-07-0 1,2-Dichloroethane-D4 92% 97% 70-130% 2037-26-5 Toluene-D8 100% 99% 70-130% 460-00-4 4-Bromofluorobenzene 99% 100% 70-130% (a) Confirmation run. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 39 of 70 FA97618 SGS North America Inc. Report of Analysis Page 1 of 2 Client Sample ID: TB Lab Sample ID: FA97618-14 Date Sampled: 07/25/22 Matrix: AQ - Trip Blank Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 A0233682.13 1 07/28/22 13:14 SS n/a n/a VA3200 Run #2 a A0233821.13 1 08/04/22 13:36 SS n/a n/a VA3205 Purge Volume Run # 1 10.0 ml Run #2 10.0 ml VOA 6200B List CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/1 108-86-1 Bromobenzene ND 0.50 0.13 ug/1 74-97-5 Bromochloromethane ND 0.50 0.13 ug/1 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/1 75-25-2 Bromoform ND 0.50 0.13 ug/1 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/1 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/1 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/1 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/1 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/1 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/1 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/1 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/1 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/1 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/1 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/1 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/1 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/1 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 40 of 70 FA97618 SGS North America Inc. Report of Analysis Client Sample ID: TB Lab Sample ID: FA97618-14 Date Sampled: 07/25/22 Matrix: AQ - Trip Blank Water Date Received: 07/26/22 Method: SM 6200B Percent Solids: n/a Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC VOA 6200B List CAS No. Compound Result RL MDL Units Q 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/1 100-41-4 Ethylbenzene ND 0.50 0.13 ug/1 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/1 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/1 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/1 74-83-9 Methyl Bromide ND 0.50 0.20 ug/1 74-87-3 Methyl Chloride ND 0.50 0.20 ug/1 74-95-3 Methylene Bromide ND 0.50 0.13 ug/1 75-09-2 Methylene Chloride b ND 2.0 1.0 ug/1 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/1 630-20-6 1, 1, 1,2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/1 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/1 71-55-6 1, 1, 1 -Trichloroethane ND 0.50 0.13 ug/1 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/1 79-01-6 Trichloroethylene ND 0.50 0.13 ug/1 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/1 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/1 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/1 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/1 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 103% 104% 70-130% 17060-07-0 1,2-Dichloroethane-D4 108% 103% 70-130% 2037-26-5 Toluene-D8 100% 99% 70-130% 460-00-4 4-Bromofluorobenzene 100% 100% 70-130% (a) Confirmation run. (b) Associated Initial Calibration outside control limits (%RSD > 15%); sample is ND. Page 2 of 2 ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 01 41 of 70 FA97618 ffm Orlando, FL Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Section 4 6 42 of 70 FA97618 SGS North America Inc - Orlando �Al9i6(gs Chain of Custody SGS- ORLANDOJOB#: PAGE 1. OF �- 1?11 F!- ..__ EL.----------- -- ORLD-SMT-0001-03-FORM-COC (4).xls Rev 031318 FA97618: Chain of Custody Page 1 of 3 flill 43 of 70 FA97618 SGS North America Inc - Orlando 1;r Chain of Custody PIA i0l 007 (4 ("S SGS- ORLANDOJOB#: PAGE 2- OF oZ— M _ TEL 407-425-6700 FAX: 407425 0707 SGS - ORLANDO Quote # SKIFF # Client / Reporting Information Pro'ectxlnformation Analytical Information Matrix Codes Company Name: a! " pro aOt Name: r r w Water ng GW - Ground Water WW- Water SW - Surface Water SO -Soil SL- Sludge OI - Oil LIq -Other Liquid AIR -Air L -Other $Oi Address L! Slr et City: Cl State: Zip:Y /IjC —le-1/6 a N` Project Conlact: Email: 7 J ! '" Projec176�iy 7 .•JJ7R d- Phan9,'#: `� l L - 7 U Faa # Sampler(s) Name(a) (Printed) Sampler l• m ter 21 Client Purchase Order # SGS Orlando Sample # Field ID /Point Of Collection COLLECTION LONTNNER INFORMATION TIME SAMPLED Br. MATRIX TOTALp OF BOTTLES y _ } LAB USE ONLY 13 tti 5w - u Xw.. 3 h Turnaround Time Business da s Data Deliverable Information Comments I Remarks te�9ay (Boat Approved By: I Date: 7 Day 5 Day 3 Day RUSH 2 Day RUSH 1 Day RUSH Other Rush T/A Data Available VIA Email or Lablink []COMMERCIAL "A" (RESULTS ONLY) ,®COMMERCIAL "B" (RESULTS PLUS QC) ❑REDT1 (EPA LEVEL 3) ❑FULLTI (EPA LEVEL 4) J.EDD'S v ample Cusmustba documented belovreach time sam las cElan a vss¢ssivn, inalud3n Courier dellve Rel hed by Sa r1ARlllatlon Date Time: >� Received BylAffiliation 2 fl'l,Z /0,>q spq Relinquished By/Affiliation 3 Date Time: Re ived BylAffllfalton �3e ellnquished babouNTRatton 5 Date Time: Received By/Affiliation 6 Relinquished By/Affiliation 7 Date Time: Received BylAffiliation B Lab Use Only : Cooler Temperature (a) Celsius (corrected): hltuJJw .qgs anent-itemrs-ar d-condillons ORLD-SM7-0001-03-FORM-COC (4).xls Rev 031318 FA97618: Chain of Custody Page 2 of 3 6 44 of 70 FA97618 SGS Sample Receipt Summary Job Number: FA97618 Client: GRI Project: THE CORNER STORE Date / Time Received: 7/26/2022 9:30:00 AM Delivery Method: FEDEX Airbill Vs: 1009 6379 7563 Therm ID: IR 1; Therm CF: 0.4; # of Coolers: 1 Cooler Temps (Raw Measured) °C: Cooler 1: (3.6); Cooler Temps (Corrected) °C: Cooler 1: (4.0); Cooler Information Y or N Sample Information Y or N N/A 1. Custody Seals Present V ❑ 1. Sample labels present on bottles ❑J ❑ 2. Custody Seals Intact ❑d ❑ 2. Samples preserved properly W ❑ 3. Temp criteria achieved ❑,i ❑ 3. Sufficient volume/containers recvd for analysis: ❑d ❑ 4. Cooler temp verification IR Gun 4. Condition of sample Intact 5. Cooler media Ice Mao) 5. Sample recvd within HT 0 ❑ Trio Blank Information 1. Trip Blank present / cooler 2. Trip Blank listed on COC 3. Type Of TB Received Y or N NIA o ❑ ❑ o ❑ ❑ W or S N/A n ❑ ❑ Misc. Information Number of Encores: 25-Gram Test Strip Lot #s: pH 0-3 Residual Chlorine Test Strip Lot #: 6. Dates/Times/IDs on CDC match Sample Label ❑d ❑ 7. VOCs have headspace ❑J ❑ ❑ 8. Bottles received for unspecified tests ❑ ❑d 9. Compositing instructions clear ❑ ❑ W 10. Voa Soil Kits/Jars received past 48hrs? ❑ ❑ 0 11. % Solids Jar received? ❑ ❑ 0 12. Residual Chlorine Present? ❑ ❑ ❑/ 5-Gram Number of 5035 Field Kits: Number of Lab Filtered Metals: 230315 pH 10-12 219813A Other: (Specify) :omments FOR SAMPLE -2, ONE VIAL RECEIVED WITH HEADSPACE. FOR SAMPLE -5, ONE VIAL RECEIVED WITH HEADSPACE. FOR SAMPLE -7, ONE VIAL RECEIVED WITH HEADSPACE. RTechnician: SAMUELM Date: 7/26/2022 9:30:00 AM Reviewer: Date: Reev., Date 05/24/17 D FA97618: Chain of Custody Page 3 of 3 6 45 of 70 FA97618 ffm Orlando, FL MS Volatiles QC Data Summaries i IN Section 5 Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries 6 46 of 70 FA97618 Method Blank Summary Page 1 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3199-MB A0233655.1) 1 07/27/22 SS n/a n/a VA3199 The QC reported here applies to the following samples: Method: SM 6200B FA97618-1, FA97618-2, FA97618-3 CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/l 108-86-1 Bromobenzene ND 0.50 0.13 ug/l 74-97-5 Bromochloromethane ND 0.50 0.13 ug/l 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l 75-25-2 Bromoform ND 0.50 0.13 ug/l 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/l 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/l 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/l 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/l 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/l 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/l 100-41-4 Ethlbenzene ND 0.50 0.13 ug/l 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l 6 47 of 70 FA97618 Method Blank Summary Page 2 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC ample File ID DF Analyzed By Prep Date Prep Batch Analytical Batcl TA3199-MB A0233655.1) 1 07/27/22 SS n/a n/a VA3199 The QC reported here applies to the following samples: Method: SM 6200B FA97618-1, FA97618-2, FA97618-3 CAS No. Compound Result RL MDL Units Q 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l 74-83-9 Methyl Bromide ND 0.50 0.20 ug/l 74-87-3 Methyl Chloride ND 0.50 0.20 ug/l 74-95-3 Methylene Bromide ND 0.50 0.13 ug/l 75-09-2 Methylene Chloride ND 2.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/l 630-20-6 1, 1, 1, 2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l 71-55-6 1, 1, 1-Trichloroethane ND 0.50 0.13 ug/l 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l 79-01-6 Trichloroethylene ND 0.50 0.13 ug/l 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/l 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/l CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 103% 70-130% 17060-07-0 1,2-Dichloroethane-D4 105% 70-130% 2037-26-5 Toluene-138 100% 70-130% 460-00-4 4-Bromofluorobenzene 102% 70-130% 6 48 of 70 FA97618 Method Blank Summary Page 1 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3200-MB A0233681.1) 1 07/28/22 SS n/a n/a VA3200 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-5, FA97618-6, FA97618-7, FA97618-9, FA97618-10, FA97618-12, FA97618-13, FA97618-14 CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/l 108-86-1 Bromobenzene ND 0.50 0.13 ug/l 74-97-5 Bromochloromethane ND 0.50 0.13 ug/l 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l 75-25-2 Bromoform ND 0.50 0.13 ug/l 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/l 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/l 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/l 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/l 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/l 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/l 100-41-4 Ethlbenzene ND 0.50 0.13 ug/l 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l 6 49 of 70 FA97618 Method Blank Summary Page 2 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC ample File ID DF Analyzed By Prep Date Prep Batch Analytical Batcl TA3200-MB A0233681.1) 1 07/28/22 SS n/a n/a VA3200 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-5, FA97618-6, FA97618-7, FA97618-9, FA97618-10, FA97618-12, FA97618-13, FA97618-14 CAS No. Compound Result RL MDL Units Q 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l 74-83-9 Methyl Bromide ND 0.50 0.20 ug/l 74-87-3 Methyl Chloride ND 0.50 0.20 ug/l 74-95-3 Methylene Bromide ND 0.50 0.13 ug/l 75-09-2 Methylene Chloride ND 2.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/l 630-20-6 1, 1, 1, 2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l 71-55-6 1, 1, 1-Trichloroethane ND 0.50 0.13 ug/l 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l 79-01-6 Trichloroethylene ND 0.50 0.13 ug/l 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/l 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/l CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 102% 70-130% 17060-07-0 1,2-Dichloroethane-D4 103% 70-130% 2037-26-5 Toluene-138 100% 70-130% 460-00-4 4-Bromofluorobenzene 102% 70-130% 6 50 of 70 FA97618 Method Blank Summary Page 1 of 1 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3201-MB A0233710.1) 1 07/28/22 SS n/a n/a VA3201 The QC reported here applies to the following samples: Method: SM 6200B FA97618-1 CAS No. Compound Result RL MDL Units Q 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 104% 70-130% 17060-07-0 1,2-Dichloroethane-D4 106% 70-130% 2037-26-5 Toluene-D8 100% 70-130% 460-00-4 4-Bromofluorobenzene 103% 70-130% 6 51 of 70 FA97618 Method Blank Summary Page 1 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3205-MB A0233820.1) 1 08/04/22 SS n/a n/a VA3205 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-8, FA97618-11 CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 0.50 0.13 ug/l 108-86-1 Bromobenzene ND 0.50 0.13 ug/l 74-97-5 Bromochloromethane ND 0.50 0.13 ug/l 75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l 75-25-2 Bromoform ND 0.50 0.13 ug/l 104-51-8 n-Butylbenzene ND 0.50 0.13 ug/1 135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/1 98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/1 56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l 108-90-7 Chlorobenzene ND 0.50 0.13 ug/1 75-00-3 Chloroethane ND 0.50 0.20 ug/1 67-66-3 Chloroform ND 0.50 0.13 ug/1 95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/1 106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l 124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l 96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l 106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l 75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l 95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l 541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l 106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l 75-34-3 1, 1 -Dichloroethane ND 0.50 0.13 ug/l 107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/1 75-35-4 1, 1 -Dichloroethylene ND 0.50 0.13 ug/1 156-59-2 cis- 1, 2-Dichloroethylene ND 0.50 0.13 ug/1 156-60-5 trans- 1, 2-Dichloroethylene ND 0.50 0.13 ug/l 78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l 142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/1 594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/1 563-58-6 1, 1 -Dichloropropene ND 0.50 0.13 ug/l 10061-01-5 cis- 1, 3-Dichloropropene ND 0.50 0.13 ug/l 10061-02-6 trans- 1, 3-Dichloropropene ND 0.50 0.13 ug/l 108-20-3 Di -Isopropyl Ether ND 0.50 0.13 ug/l 100-41-4 Ethlbenzene ND 0.50 0.13 ug/l 87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l 98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l 6 52 of 70 FA97618 Method Blank Summary Page 2 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC ample File ID DF Analyzed By Prep Date Prep Batch Analytical Batcl TA3205-MB A0233820.1) 1 08/04/22 SS n/a n/a VA3205 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-8, FA97618-11 CAS No. Compound Result RL MDL Units Q 99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l 74-83-9 Methyl Bromide ND 0.50 0.20 ug/l 74-87-3 Methyl Chloride ND 0.50 0.20 ug/l 74-95-3 Methylene Bromide ND 0.50 0.13 ug/l 75-09-2 Methylene Chloride 1.1 2.0 1.0 ug/l J 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/1 91-20-3 Naphthalene ND 0.50 0.13 ug/1 103-65-1 n-Propylbenzene ND 0.50 0.13 ug/1 100-42-5 Styrene ND 0.50 0.13 ug/l 630-20-6 1, 1, 1, 2-Tetrachloroethane ND 0.50 0.13 ug/1 79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/1 127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/1 108-88-3 Toluene ND 0.50 0.13 ug/1 87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l 120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l 71-55-6 1, 1, 1-Trichloroethane ND 0.50 0.13 ug/l 79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l 79-01-6 Trichloroethylene ND 0.50 0.13 ug/l 75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l 96-18-4 1, 2,3 -Trichloropropane ND 0.50 0.13 ug/l 95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l 108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l 75-01-4 Vinyl Chloride ND 0.50 0.13 ug/1 m,p-Xylene ND 1.0 0.13 ug/1 95-47-6 o-Xylene ND 0.50 0.13 ug/1 1330-20-7 Xylene (total) ND 1.5 0.25 ug/l CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 102% 70-130% 17060-07-0 1,2-Dichloroethane-D4 103% 70-130% 2037-26-5 Toluene-138 100% 70-130% 460-00-4 4-Bromofluorobenzene 100% 70-130% 6 53 of 70 FA97618 Method Blank Summary Page 1 of 1 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3206-MB A0233845.1) 1 08/05/22 SS n/a n/a VA3206 The QC reported here applies to the following samples: Method: SM 6200B FA97618-8, FA97618-11 CAS No. Compound Result RL MDL Units Q 75-09-2 Methylene Chloride 1.1 2.0 1.0 ug/l J 1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l 108-88-3 Toluene ND 0.50 0.13 ug/l CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 102% 70-130% 17060-07-0 1,2-Dichloroethane-D4 101% 70-130% 2037-26-5 Toluene-D8 99% 70-130% 460-00-4 4-Bromofluorobenzene 101% 70-130% 6 54 of 70 FA97618 Blank Spike Summary Page 1 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3199-BS A0233653.1) 1 07/27/22 SS n/a n/a VA3199 The QC reported here applies to the following samples: Method: SM 6200B FA97618-1, FA97618-2, FA97618-3 CAS No. Compound Spike BSP BSP ug/l ug/l % Limits 71-43-2 Benzene 10 9.2 92 70-130 108-86-1 Bromobenzene 10 8.5 85 70-130 74-97-5 Bromochloromethane 10 8.8 88 70-130 75-27-4 Bromodichloromethane 10 9.0 90 70-130 75-25-2 Bromoform 10 8.5 85 70-130 104-51-8 n-Butylbenzene 10 8.2 82 70-130 135-98-8 sec-Butylbenzene 10 10.1 101 70-130 98-06-6 tert-Butylbenzene 10 8.9 89 70-130 56-23-5 Carbon Tetrachloride 10 8.9 89 70-130 108-90-7 Chlorobenzene 10 9.0 90 70-130 75-00-3 Chloroethane 10 9.8 98 60-140 67-66-3 Chloroform 10 8.9 89 70-130 95-49-8 o-Chlorotoluene 10 8.9 89 70-130 106-43-4 p-Chlorotoluene 10 8.7 87 70-130 124-48-1 Dibromochloromethane 10 8.2 82 70-130 96-12-8 1,2-Dibromo-3-chloropropane 10 7.8 78 70-130 106-93-4 1,2-Dibromoethane 10 8.4 84 70-130 75-71-8 Dichlorodifluoromethane 10 11.3 113 60-140 95-50-1 1,2-Dichlorobenzene 10 8.7 87 70-130 541-73-1 1,3-Dichlorobenzene 10 9.1 91 70-130 106-46-7 1,4-Dichlorobenzene 10 8.9 89 70-130 75-34-3 1, 1 -Dichloroethane 10 9.3 93 70-130 107-06-2 1,2-Dichloroethane 10 8.8 88 70-130 75-35-4 1, 1 -Dichloroethylene 10 9.4 94 70-130 156-59-2 cis- 1, 2-Dichloroethylene 10 9.2 92 70-130 156-60-5 trans- 1, 2-Dichloroethylene 10 8.5 85 70-130 78-87-5 1,2-Dichloropropane 10 8.5 85 70-130 142-28-9 1,3-Dichloropropane 10 8.0 80 70-130 594-20-7 2,2-Dichloropropane 10 8.9 89 70-130 563-58-6 1, 1 -Dichloropropene 10 9.0 90 70-130 10061-01-5 cis- 1, 3-Dichloropropene 10 8.2 82 70-130 10061-02-6 trans- 1, 3-Dichloropropene 10 9.0 90 70-130 108-20-3 Di -Isopropyl Ether 10 9.1 91 70-130 100-41-4 Ethlbenzene 10 9.1 91 70-130 87-68-3 Hexachlorobutadiene 10 9.1 91 70-130 98-82-8 Isopropylbenzene 10 8.8 88 70-130 * = Outside of Control Limits. 6 55 of 70 FA97618 Blank Spike Summary Page 2 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC ample File ID DF Analyzed By Prep Date Prep Batch Analytical Batcl TA3199-BS A0233653.1) 1 07/27/22 SS n/a n/a VA3199 The QC reported here applies to the following samples: FA97618-1, FA97618-2, FA97618-3 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 99-87-6 p-Isopropyltoluene 10 9.1 91 70-130 74-83-9 Methyl Bromide 10 10.2 102 60-140 74-87-3 Methyl Chloride 10 10.5 105 60-140 74-95-3 Methylene Bromide 10 8.6 86 70-130 75-09-2 Methylene Chloride 10 2.8 28* 70-130 1634-04-4 Methyl Tert Butyl Ether 10 9.5 95 70-130 91-20-3 Naphthalene 10 8.2 82 70-130 103-65-1 n-Propylbenzene 10 9.1 91 70-130 100-42-5 Styrene 10 8.5 85 70-130 630-20-6 1, 1, 1, 2-Tetrachloroethane 10 8.6 86 70-130 79-34-5 1,1,2,2-Tetrachloroethane 10 8.6 86 70-130 127-18-4 Tetrachloroethylene 10 9.4 94 70-130 108-88-3 Toluene 10 8.6 86 70-130 87-61-6 1,2,3-Trichlorobenzene 10 9.0 90 70-130 120-82-1 1,2,4-Trichlorobenzene 10 8.3 83 70-130 71-55-6 1, 1, 1-Trichloroethane 10 9.5 95 70-130 79-00-5 1,1,2-Trichloroethane 10 8.8 88 70-130 79-01-6 Trichloroethylene 10 9.4 94 70-130 75-69-4 Trichlorofluoromethane 10 10.1 101 60-140 96-18-4 1, 2,3 -Trichloropropane 10 7.9 79 70-130 95-63-6 1,2,4-Trimethylbenzene 10 8.9 89 70-130 108-67-8 1,3,5-Trimethylbenzene 10 8.7 87 70-130 75-01-4 Vinyl Chloride 10 9.8 98 60-140 m,p-Xylene 20 17.3 87 70-130 95-47-6 o-Xylene 10 8.7 87 70-130 1330-20-7 Xylene (total) 30 26.0 87 70-130 CAS No. Surrogate Recoveries BSP Limits 1868-53-7 Dibromofluoromethane 101% 70-130% 17060-07-0 1,2-Dichloroethane-D4 102% 70-130% 2037-26-5 Toluene-D8 99% 70-130% 460-00-4 4-Bromofluorobenzene 99% 70-130% * = Outside of Control Limits. Method: SM 6200B 6 56 of 70 FA97618 Blank Spike Summary Page 1 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3200-BS A0233679.1) 1 07/28/22 SS n/a n/a VA3200 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-5, FA97618-6, FA97618-7, FA97618-9, FA97618-10, FA97618-12, FA97618-13, FA97618-14 Spike BSP BSP CAS No. Compound ug/1 ug/1 % Limits 71-43-2 Benzene 10 9.5 95 70-130 108-86-1 Bromobenzene 10 8.8 88 70-130 74-97-5 Bromochloromethane 10 9.1 91 70-130 75-27-4 Bromodichloromethane 10 9.2 92 70-130 75-25-2 Bromoform 10 8.8 88 70-130 104-51-8 n-Butylbenzene 10 8.5 85 70-130 135-98-8 sec-Butylbenzene 10 10.4 104 70-130 98-06-6 tert-Butylbenzene 10 9.1 91 70-130 56-23-5 Carbon Tetrachloride 10 9.1 91 70-130 108-90-7 Chlorobenzene 10 9.3 93 70-130 75-00-3 Chloroethane 10 11.1 111 60-140 67-66-3 Chloroform 10 9.0 90 70-130 95-49-8 o-Chlorotoluene 10 9.2 92 70-130 106-43-4 p-Chlorotoluene 10 9.1 91 70-130 124-48-1 Dibromochloromethane 10 8.5 85 70-130 96-12-8 1,2-Dibromo-3-chloropropane 10 8.2 82 70-130 106-93-4 1,2-Dibromoethane 10 8.6 86 70-130 75-71-8 Dichlorodifluoromethane 10 11.9 119 60-140 95-50-1 1,2-Dichlorobenzene 10 8.9 89 70-130 541-73-1 1,3-Dichlorobenzene 10 9.5 95 70-130 106-46-7 1,4-Dichlorobenzene 10 9.0 90 70-130 75-34-3 1, 1 -Dichloroethane 10 9.6 96 70-130 107-06-2 1,2-Dichloroethane 10 8.7 87 70-130 75-35-4 1, 1 -Dichloroethylene 10 9.5 95 70-130 156-59-2 cis- 1, 2-Dichloroethylene 10 9.5 95 70-130 156-60-5 trans- 1, 2-Dichloroethylene 10 8.6 86 70-130 78-87-5 1,2-Dichloropropane 10 8.8 88 70-130 142-28-9 1,3-Dichloropropane 10 8.2 82 70-130 594-20-7 2,2-Dichloropropane 10 8.7 87 70-130 563-58-6 1, 1 -Dichloropropene 10 9.1 91 70-130 10061-01-5 cis- 1, 3-Dichloropropene 10 8.5 85 70-130 10061-02-6 trans- 1, 3-Dichloropropene 10 9.1 91 70-130 108-20-3 Di -Isopropyl Ether 10 8.9 89 70-130 100-41-4 Ethlbenzene 10 9.4 94 70-130 87-68-3 Hexachlorobutadiene 10 9.2 92 70-130 98-82-8 Isopropylbenzene 10 9.0 90 70-130 * = Outside of Control Limits. 6 57 of 70 FA97618 Blank Spike Summary Page 2 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC ample File ID DF Analyzed By Prep Date Prep Batch Analytical Batcl TA3200-BS A0233679.1) 1 07/28/22 SS n/a n/a VA3200 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-5, FA97618-6, FA97618-7, FA97618-9, FA97618-10, FA97618-12, FA97618-13, FA97618-14 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 99-87-6 p-Isopropyltoluene 10 9.2 92 70-130 74-83-9 Methyl Bromide 10 10.4 104 60-140 74-87-3 Methyl Chloride 10 11.7 117 60-140 74-95-3 Methylene Bromide 10 8.8 88 70-130 75-09-2 Methylene Chloride 10 2.8 28* 70-130 1634-04-4 Methyl Tert Butyl Ether 10 9.4 94 70-130 91-20-3 Naphthalene 10 8.4 84 70-130 103-65-1 n-Propylbenzene 10 9.4 94 70-130 100-42-5 Styrene 10 8.7 87 70-130 630-20-6 1, 1, 1, 2-Tetrachloroethane 10 8.9 89 70-130 79-34-5 1,1,2,2-Tetrachloroethane 10 8.7 87 70-130 127-18-4 Tetrachloroethylene 10 9.5 95 70-130 108-88-3 Toluene 10 8.7 87 70-130 87-61-6 1,2,3-Trichlorobenzene 10 9.2 92 70-130 120-82-1 1,2,4-Trichlorobenzene 10 8.4 84 70-130 71-55-6 1, 1, 1-Trichloroethane 10 9.5 95 70-130 79-00-5 1,1,2-Trichloroethane 10 9.1 91 70-130 79-01-6 Trichloroethylene 10 9.6 96 70-130 75-69-4 Trichlorofluoromethane 10 10.7 107 60-140 96-18-4 1, 2,3 -Trichloropropane 10 8.0 80 70-130 95-63-6 1,2,4-Trimethylbenzene 10 9.2 92 70-130 108-67-8 1,3,5-Trimethylbenzene 10 9.0 90 70-130 75-01-4 Vinyl Chloride 10 10.5 105 60-140 m,p-Xylene 20 17.5 88 70-130 95-47-6 o-Xylene 10 8.7 87 70-130 1330-20-7 Xylene (total) 30 26.3 88 70-130 CAS No. Surrogate Recoveries BSP Limits 1868-53-7 Dibromofluoromethane 101% 70-130% 17060-07-0 1,2-Dichloroethane-D4 101% 70-130% 2037-26-5 Toluene-D8 100% 70-130% 460-00-4 4-Bromofluorobenzene 100% 70-130% * = Outside of Control Limits. 6 58 of 70 FA97618 Blank Spike Summary Page 1 of 1 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3201-BS A0233708.1) 1 07/28/22 SS n/a n/a VA3201 The QC reported here applies to the following samples: Method: SM 6200B FA97618-1 CAS No. Compound 1634-04-4 Methyl Tert Butyl Ether CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 17060-07-0 1,2-Dichloroethane-D4 2037-26-5 Toluene-D8 460-00-4 4-Bromofluorobenzene * = Outside of Control Limits. Spike BSP BSP ug/l ug/l % Limits 10 8.3 83 70-130 BSP Limits 100% 70-130% 104% 70-130% 99% 70-130% 97% 70-130% 6 59 of 70 FA97618 Blank Spike Summary Page 1 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3205-BS A0233818.1) 1 08/04/22 SS n/a n/a VA3205 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-8, FA97618-11 CAS No. Compound Spike BSP BSP ug/l ug/l % Limits 71-43-2 Benzene 10 9.3 93 70-130 108-86-1 Bromobenzene 10 8.6 86 70-130 74-97-5 Bromochloromethane 10 8.8 88 70-130 75-27-4 Bromodichloromethane 10 9.4 94 70-130 75-25-2 Bromoform 10 8.5 85 70-130 104-51-8 n-Butylbenzene 10 8.4 84 70-130 135-98-8 sec-Butylbenzene 10 10.4 104 70-130 98-06-6 tert-Butylbenzene 10 9.1 91 70-130 56-23-5 Carbon Tetrachloride 10 8.9 89 70-130 108-90-7 Chlorobenzene 10 9.2 92 70-130 75-00-3 Chloroethane 10 12.0 120 60-140 67-66-3 Chloroform 10 9.0 90 70-130 95-49-8 o-Chlorotoluene 10 9.1 91 70-130 106-43-4 p-Chlorotoluene 10 13.4 134* 70-130 124-48-1 Dibromochloromethane 10 8.3 83 70-130 96-12-8 1,2-Dibromo-3-chloropropane 10 7.9 79 70-130 106-93-4 1,2-Dibromoethane 10 8.5 85 70-130 75-71-8 Dichlorodifluoromethane 10 12.1 121 60-140 95-50-1 1,2-Dichlorobenzene 10 8.8 88 70-130 541-73-1 1,3-Dichlorobenzene 10 9.4 94 70-130 106-46-7 1,4-Dichlorobenzene 10 9.0 90 70-130 75-34-3 1, 1 -Dichloroethane 10 9.4 94 70-130 107-06-2 1,2-Dichloroethane 10 8.8 88 70-130 75-35-4 1, 1 -Dichloroethylene 10 8.9 89 70-130 156-59-2 cis- 1, 2-Dichloroethylene 10 9.3 93 70-130 156-60-5 trans- 1, 2-Dichloroethylene 10 8.3 83 70-130 78-87-5 1,2-Dichloropropane 10 8.8 88 70-130 142-28-9 1,3-Dichloropropane 10 8.4 84 70-130 594-20-7 2,2-Dichloropropane 10 8.7 87 70-130 563-58-6 1, 1 -Dichloropropene 10 8.9 89 70-130 10061-01-5 cis- 1, 3-Dichloropropene 10 8.7 87 70-130 10061-02-6 trans- 1, 3-Dichloropropene 10 9.3 93 70-130 108-20-3 Di -Isopropyl Ether 10 9.1 91 70-130 100-41-4 Ethlbenzene 10 9.2 92 70-130 87-68-3 Hexachlorobutadiene 10 8.9 89 70-130 98-82-8 Isopropylbenzene 10 9.1 91 70-130 * = Outside of Control Limits. 6 60 of 70 FA97618 Blank Spike Summary Page 2 of 2 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC ample File ID DF Analyzed By Prep Date Prep Batch Analytical Batcl TA3205-BS A0233818.1) 1 08/04/22 SS n/a n/a VA3205 The QC reported here applies to the following samples: FA97618-4, FA97618-8, FA97618-11 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 99-87-6 p-Isopropyltoluene 10 9.1 91 70-130 74-83-9 Methyl Bromide 10 11.0 110 60-140 74-87-3 Methyl Chloride 10 12.0 120 60-140 74-95-3 Methylene Bromide 10 8.7 87 70-130 75-09-2 Methylene Chloride 10 3.2 32* 70-130 1634-04-4 Methyl Tert Butyl Ether 10 9.2 92 70-130 91-20-3 Naphthalene 10 8.4 84 70-130 103-65-1 n-Propylbenzene 10 9.4 94 70-130 100-42-5 Styrene 10 9.0 90 70-130 630-20-6 1, 1, 1, 2-Tetrachloroethane 10 8.7 87 70-130 79-34-5 1,1,2,2-Tetrachloroethane 10 8.8 88 70-130 127-18-4 Tetrachloroethylene 10 9.2 92 70-130 108-88-3 Toluene 10 8.4 84 70-130 87-61-6 1,2,3-Trichlorobenzene 10 9.0 90 70-130 120-82-1 1,2,4-Trichlorobenzene 10 8.5 85 70-130 71-55-6 1, 1, 1-Trichloroethane 10 9.5 95 70-130 79-00-5 1,1,2-Trichloroethane 10 8.8 88 70-130 79-01-6 Trichloroethylene 10 9.6 96 70-130 75-69-4 Trichlorofluoromethane 10 11.7 117 60-140 96-18-4 1, 2,3 -Trichloropropane 10 7.9 79 70-130 95-63-6 1,2,4-Trimethylbenzene 10 9.1 91 70-130 108-67-8 1,3,5-Trimethylbenzene 10 8.8 88 70-130 75-01-4 Vinyl Chloride 10 10.7 107 60-140 m,p-Xylene 20 17.5 88 70-130 95-47-6 o-Xylene 10 9.9 99 70-130 1330-20-7 Xylene (total) 30 27.4 91 70-130 CAS No. Surrogate Recoveries BSP Limits 1868-53-7 Dibromofluoromethane 101% 70-130% 17060-07-0 1,2-Dichloroethane-D4 100% 70-130% 2037-26-5 Toluene-D8 97% 70-130% 460-00-4 4-Bromofluorobenzene 105% 70-130% * = Outside of Control Limits. Method: SM 6200B 6 61 of 70 FA97618 Blank Spike Summary Page 1 of 1 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VA3206-BS A0233843.1) 1 08/05/22 SS n/a n/a VA3206 The QC reported here applies to the following samples: Method: SM 6200B FA97618-8, FA97618-11 CAS No. Compound 75-09-2 Methylene Chloride 1634-04-4 Methyl Tert Butyl Ether 108-88-3 Toluene CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 17060-07-0 1,2-Dichloroethane-D4 2037-26-5 Toluene-D8 460-00-4 4-Bromofluorobenzene * = Outside of Control Limits. Spike BSP BSP ug/l ug/l % Limits 10 3.1 31* 70-130 10 11.2 112 70-130 10 9.1 91 70-130 BSP Limits 98% 70-130% 94% 70-130% 99% 70-130% 98% 70-130% 6 62 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97484-lMS A0233664.1) 500 07/27/22 SS n/a n/a VA3199 FA97484-1MSD A0233665.1) 500 07/27/22 SS n/a n/a VA3199 FA97484-1 a A0233663.1) 500 07/27/22 SS n/a n/a VA3199 The QC reported here applies to the following samples: FA97618-1, FA97618-2, FA97618-3 CAS No. Compound FA97484-1 Spike MS ug/l Q ug/l ug/l Method: SM 6200B MS Spike MSD MSD Limits % ug/l ug/l % RPD Rec/RPD 71-43-2 Benzene ND 5000 4630 93 5000 4950 99 7 70-130/20 108-86-1 Bromobenzene ND 5000 4220 84 5000 4570 91 8 70-130/20 74-97-5 Bromochloromethane ND 5000 4470 89 5000 4610 92 3 70-130/20 75-27-4 Bromodichloromethane ND 5000 4700 94 5000 4990 100 6 70-130/20 75-25-2 Bromoform ND 5000 4320 86 5000 4500 90 4 70-130/20 104-51-8 n-Butylbenzene ND 5000 4130 83 5000 4450 89 7 70-130/20 135-98-8 sec-Butylbenzene ND 5000 4990 100 5000 5450 109 9 70-130/20 98-06-6 tert-Butylbenzene ND 5000 4360 87 5000 4730 95 8 70-130/20 56-23-5 Carbon Tetrachloride ND 5000 4700 94 5000 4800 96 2 70-130/20 108-90-7 Chlorobenzene ND 5000 4520 90 5000 4830 97 7 70-130/20 75-00-3 Chloroethane ND 5000 4830 97 5000 6450 129 29* 60-140/20 67-66-3 Chloroform ND 5000 4680 94 5000 4830 97 3 70-130/20 95-49-8 o-Chlorotoluene ND 5000 4410 88 5000 4770 95 8 70-130/20 106-43-4 p-Chlorotoluene ND 5000 4320 86 5000 4700 94 8 70-130/20 124-48-1 Dibromochloromethane ND 5000 4160 83 5000 4440 89 7 70-130/20 96-12-8 1,2-Dibromo-3-chloropropane ND 5000 4100 82 5000 4410 88 7 70-130/20 106-93-4 1,2-Dibromoethane ND 5000 4130 83 5000 4430 89 7 70-130/20 75-71-8 Dichlorodifluoromethane ND 5000 5840 117 5000 7160 143* 20 60-140/20 95-50-1 1,2-Dichlorobenzene ND 5000 4320 86 5000 4630 93 7 70-130/20 541-73-1 1,3-Dichlorobenzene ND 5000 4550 91 5000 4850 97 6 70-130/20 106-46-7 1,4-Dichlorobenzene ND 5000 4410 88 5000 4770 95 8 70-130/20 75-34-3 1, 1 -Dichloroethane ND 5000 4830 97 5000 5040 101 4 70-130/20 107-06-2 1,2-Dichloroethane ND 5000 4660 93 5000 4770 95 2 70-130/20 75-35-4 1, 1 -Dichloroethylene ND 5000 4840 97 5000 5030 101 4 70-130/20 156-59-2 cis- 1, 2-Dichloroethylene ND 5000 4660 93 5000 4910 98 5 70-130/20 156-60-5 trans- 1, 2-Dichloroethylene ND 5000 4350 87 5000 4520 90 4 70-130/20 78-87-5 1,2-Dichloropropane ND 5000 4370 87 5000 4620 92 6 70-130/20 142-28-9 1,3-Dichloropropane ND 5000 4070 81 5000 4300 86 5 70-130/20 594-20-7 2,2-Dichloropropane ND 5000 4150 83 5000 4460 89 7 70-130/20 563-58-6 1, 1 -Dichloropropene ND 5000 4540 91 5000 4800 96 6 70-130/20 10061-01-5 cis- 1, 3-Dichloropropene ND 5000 4190 84 5000 4440 89 6 70-130/20 10061-02-6 trans- 1, 3-Dichloropropene ND 5000 4400 88 5000 4730 95 7 70-130/20 108-20-3 Di -Isopropyl Ether ND 5000 4740 95 5000 4910 98 4 70-130/20 100-41-4 Ethlbenzene ND 5000 4570 91 5000 4910 98 7 70-130/20 87-68-3 Hexachlorobutadiene ND 5000 4640 93 5000 4870 97 5 70-130/20 98-82-8 Isopropylbenzene ND 5000 4360 87 5000 4690 94 7 70-130/20 * = Outside of Control Limits. 63 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page 2 of Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97484-lMS A0233664.1) 500 07/27/22 SS n/a n/a VA3199 FA97484-1MSD A0233665.1) 500 07/27/22 SS n/a n/a VA3199 FA97484-1 a A0233663.1) 500 07/27/22 SS n/a n/a VA3199 The QC reported here applies to the following samples: FA97618-1, FA97618-2, FA97618-3 CAS No. Compound FA97484-1 Spike MS ug/l Q ug/l ug/l Method: SM 6200B MS Spike MSD MSD Limits % ug/l ug/l % RPD Rec/RPD 99-87-6 p-Isopropyltoluene ND 5000 4360 87 5000 4810 96 10 70-130/20 74-83-9 Methyl Bromide ND 5000 5210 104 5000 6400 128 20 60-140/20 74-87-3 Methyl Chloride ND 5000 5620 112 5000 6840 137 20 60-140/20 74-95-3 Methylene Bromide ND 5000 4490 90 5000 4700 94 5 70-130/20 75-09-2 Methylene Chloride ND 5000 1550 31* 5000 1580 32* 2 70-130/20 1634-04-4 Methyl Tert Butyl Ether ND 5000 4690 94 5000 4980 100 6 70-130/20 91-20-3 Naphthalene 128 J 5000 4280 83 5000 4830 94 12 70-130/20 103-65-1 n-Propylbenzene 92.7 J 5000 4610 90 5000 4990 98 8 70-130/20 100-42-5 Styrene ND 5000 4220 84 5000 4470 89 6 70-130/20 630-20-6 1, 1, 1, 2-Tetrachloroethane ND 5000 4440 89 5000 4650 93 5 70-130/20 79-34-5 1,1,2,2-Tetrachloroethane ND 5000 4320 86 5000 4600 92 6 70-130/20 127-18-4 Tetrachloroethylene ND 5000 4620 92 5000 4970 99 7 70-130/20 108-88-3 Toluene ND 5000 4200 84 5000 4510 90 7 70-130/20 87-61-6 1,2,3-Trichlorobenzene ND 5000 4450 89 5000 4910 98 10 70-130/20 120-82-1 1,2,4-Trichlorobenzene ND 5000 4180 84 5000 4590 92 9 70-130/20 71-55-6 1, 1, 1 -Trichloroethane ND 5000 4970 99 5000 5110 102 3 70-130/20 79-00-5 1,1,2-Trichloroethane ND 5000 4480 90 5000 4680 94 4 70-130/20 79-01-6 Trichloroethylene ND 5000 4840 97 5000 5000 100 3 70-130/20 75-69-4 Trichlorofluoromethane ND 5000 5630 113 5000 6630 133 16 60-140/20 96-18-4 1, 2,3 -Trichloropropane ND 5000 3950 79 5000 4190 84 6 70-130/20 95-63-6 1,2,4-Trimethylbenzene ND 5000 4360 87 5000 4810 96 10 70-130/20 108-67-8 1, 3,5 -Trimethylbenzene ND 5000 4240 85 5000 4620 92 9 70-130/20 75-01-4 Vinyl Chloride ND 5000 4690 94 5000 6160 123 27* 60-140/20 m,p-Xylene ND 10000 8670 87 10000 9250 93 6 70-130/20 95-47-6 o-Xylene ND 5000 4210 84 5000 4590 92 9 70-130/20 1330-20-7 Xylene (total) ND 15000 12900 86 15000 13800 92 7 70-130/20 CAS No. Surrogate Recoveries MS MSD FA97484-1 Limits 1868-53-7 Dibromofluoromethane 104% 102% 106% 70-130% 17060-07-0 1,2-Dichloroethane-D4 106% 102% 112% 70-130% 2037-26-5 Toluene-138 97% 98% 101% 70-130% 460-00-4 4-Bromofluorobenzene 96% 98% 100% 70-130% (a) QC sample. Sample was not preserved to a pH < 2. * = Outside of Control Limits. 6 64 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97631-4MS A0233690.1) 250 07/28/22 SS n/a n/a VA3200 FA97631-4MSD A0233691.1) 250 07/28/22 SS n/a n/a VA3200 FA97631-4 a A0233701.1) 250 07/28/22 SS n/a n/a VA3200 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-5, FA97618-6, FA97618-7, FA97618-9, FA97618-10, FA97618-12, FA97618-13, FA97618-14 FA97631-4 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 71-43-2 Benzene 33.7 J 2500 2300 91 2500 2450 97 6 70-130/20 108-86-1 Bromobenzene ND 2500 2210 88 2500 2280 91 3 70-130/20 74-97-5 Bromochloromethane ND 2500 2140 86 2500 2320 93 8 70-130/20 75-27-4 Bromodichloromethane ND 2500 2000 80 2500 2100 84 5 70-130/20 75-25-2 Bromoform ND 2500 2000 80 2500 2080 83 4 70-130/20 104-51-8 n-Butylbenzene ND 2500 2100 84 2500 2150 86 2 70-130/20 135-98-8 sec-Butylbenzene ND 2500 2610 104 2500 2680 107 3 70-130/20 98-06-6 tert-Butylbenzene ND 2500 2150 86 2500 2210 88 3 70-130/20 56-23-5 Carbon Tetrachloride ND 2500 1880 75 2500 1960 78 4 70-130/20 108-90-7 Chlorobenzene ND 2500 2270 91 2500 2390 96 5 70-130/20 75-00-3 Chloroethane ND 2500 2090 84 2500 2590 104 21* 60-140/20 67-66-3 Chloroform ND 2500 2010 80 2500 2100 84 4 70-130/20 95-49-8 o-Chlorotoluene ND 2500 2240 90 2500 2310 92 3 70-130/20 106-43-4 p-Chlorotoluene ND 2500 2210 88 2500 2290 92 4 70-130/20 124-48-1 Dibromochloromethane ND 2500 1930 77 2500 2020 81 5 70-130/20 96-12-8 1,2-Dibromo-3-chloropropane ND 2500 1850 74 2500 1870 75 1 70-130/20 106-93-4 1,2-Dibromoethane ND 2500 2070 83 2500 2150 86 4 70-130/20 75-71-8 Dichlorodifluoromethane ND 2500 2200 88 2500 2660 106 19 60-140/20 95-50-1 1,2-Dichlorobenzene ND 2500 2220 89 2500 2310 92 4 70-130/20 541-73-1 1,3-Dichlorobenzene ND 2500 2350 94 2500 2450 98 4 70-130/20 106-46-7 1,4-Dichlorobenzene ND 2500 2260 90 2500 2340 94 3 70-130/20 75-34-3 1, 1 -Dichloroethane ND 2500 2110 84 2500 2220 89 5 70-130/20 107-06-2 1,2-Dichloroethane ND 2500 1770 71 2500 1830 73 3 70-130/20 75-35-4 1, 1 -Dichloroethylene ND 2500 1950 78 2500 2080 83 6 70-130/20 156-59-2 cis- 1, 2-Dichloroethylene ND 2500 2330 93 2500 2450 98 5 70-130/20 156-60-5 trans- 1, 2-Dichloroethylene ND 2500 1840 74 2500 1950 78 6 70-130/20 78-87-5 1,2-Dichloropropane ND 2500 2060 82 2500 2150 86 4 70-130/20 142-28-9 1,3-Dichloropropane ND 2500 1950 78 2500 2090 84 7 70-130/20 594-20-7 2,2-Dichloropropane ND 2500 1850 74 2500 1920 77 4 70-130/20 563-58-6 1, 1 -Dichloropropene ND 2500 2070 83 2500 2210 88 7 70-130/20 10061-01-5 cis- 1, 3-Dichloropropene ND 2500 2000 80 2500 2100 84 5 70-130/20 10061-02-6 trans- 1, 3-Dichloropropene ND 2500 2060 82 2500 2160 86 5 70-130/20 108-20-3 Di -Isopropyl Ether ND 2500 1880 75 2500 1950 78 4 70-130/20 100-41-4 Ethlbenzene 36.6 J 2500 2220 87 2500 2320 91 4 70-130/20 87-68-3 Hexachlorobutadiene ND 2500 2260 90 2500 2350 94 4 70-130/20 98-82-8 Isopropylbenzene ND 2500 2150 86 2500 2240 90 4 70-130/20 * = Outside of Control Limits. 01 65 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page 2 of Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97631-4MS A0233690.1) 250 07/28/22 SS n/a n/a VA3200 FA97631-4MSD A0233691.1) 250 07/28/22 SS n/a n/a VA3200 FA97631-4 a A0233701.1) 250 07/28/22 SS n/a n/a VA3200 The QC reported here applies to the following samples: Method: SM 6200B FA97618-4, FA97618-5, FA97618-6, FA97618-7, FA97618-9, FA97618-10, FA97618-12, FA97618-13, FA97618-14 FA97631-4 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 99-87-6 p-Isopropyltoluene ND 2500 2300 92 2500 2360 94 3 70-130/20 74-83-9 Methyl Bromide ND 2500 2150 86 2500 2600 104 19 60-140/20 74-87-3 Methyl Chloride ND 2500 2100 84 2500 2520 101 18 60-140/20 74-95-3 Methylene Bromide ND 2500 2010 80 2500 2100 84 4 70-130/20 75-09-2 Methylene Chloride 440 J 2500 733 12* 2500 748 12* 2 70-130/20 1634-04-4 Methyl Tert Butyl Ether 121 J 2500 2140 81 2500 2240 85 5 70-130/20 91-20-3 Naphthalene ND 2500 2430 97 2500 2290 92 6 70-130/20 103-65-1 n-Propylbenzene ND 2500 2330 93 2500 2420 97 4 70-130/20 100-42-5 Styrene ND 2500 2110 84 2500 2220 89 5 70-130/20 630-20-6 1, 1, 1, 2-Tetrachloroethane ND 2500 2050 82 2500 2150 86 5 70-130/20 79-34-5 1,1,2,2-Tetrachloroethane ND 2500 2220 89 2500 2310 92 4 70-130/20 127-18-4 Tetrachloroethylene ND 2500 2300 92 2500 2430 97 5 70-130/20 108-88-3 Toluene 594 2500 2170 63* 2500 2280 67* 5 70-130/20 87-61-6 1,2,3-Trichlorobenzene ND 2500 2330 93 2500 2370 95 2 70-130/20 120-82-1 1,2,4-Trichlorobenzene ND 2500 2220 89 2500 2230 89 0 70-130/20 71-55-6 1, 1, 1 -Trichloroethane ND 2500 2050 82 2500 2110 84 3 70-130/20 79-00-5 1,1,2-Trichloroethane ND 2500 2210 88 2500 2260 90 2 70-130/20 79-01-6 Trichloroethylene ND 2500 2200 88 2500 2380 95 8 70-130/20 75-69-4 Trichlorofluoromethane ND 2500 2000 80 2500 2340 94 16 60-140/20 96-18-4 1, 2,3 -Trichloropropane ND 2500 1900 76 2500 1980 79 4 70-130/20 95-63-6 1,2,4-Trimethylbenzene 96.8 J 2500 2290 88 2500 2370 91 3 70-130/20 108-67-8 1, 3,5 -Trimethylbenzene 134 2500 2300 87 2500 2390 90 4 70-130/20 75-01-4 Vinyl Chloride ND 2500 2020 81 2500 2490 100 21* 60-140/20 m,p-Xylene 238 J 5000 4230 80 5000 4420 84 4 70-130/20 95-47-6 o-Xylene 368 2500 2310 78 2500 2350 79 2 70-130/20 1330-20-7 Xylene (total) 606 7500 6540 79 7500 6770 82 3 70-130/20 CAS No. Surrogate Recoveries MS MSD FA97631-4 Limits 1868-53-7 Dibromofluoromethane 93% 92% 103% 70-130% 17060-07-0 1,2-Dichloroethane-D4 83% 82% 104% 70-130% 2037-26-5 Toluene-138 99% 99% 101% 70-130% 460-00-4 4-Bromofluorobenzene 100% 99% 99% 70-130% (a) Confirmation run. * = Outside of Control Limits. 6 66 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page I of 1 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97618-lMS A0233718.1) 20 07/29/22 SS n/a n/a VA3201 FA97618-1MSD A0233719.1) 20 07/29/22 SS n/a n/a VA3201 FA97618-1 A0233717.1) 20 07/29/22 SS n/a n/a VA3201 The QC reported here applies to the following samples: Method: SM 6200B FA97618-1 FA97618-1 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 1634-04-4 Methyl Tert Butyl Ether 501 200 747 123 200 746 123 0 70-130/20 CAS No. Surrogate Recoveries MS MSD FA97618-1 Limits 1868-53-7 Dibromofluoromethane 104% 101% 104% 70-130% 17060-07-0 1,2-Dichloroethane-D4 109% 102% 106% 70-130% 2037-26-5 Toluene-D8 98% 98% 99% 70-130% 460-00-4 4-Bromofluorobenzene 97% 98% 101% 70-130% * = Outside of Control Limits. 6 67 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97618-4MS A0233830.1) 50 08/04/22 SS n/a n/a VA3205 FA97618-4MSD A0233831.1) 50 08/04/22 SS n/a n/a VA3205 FA97618-4 A0233829.1) 50 08/04/22 SS n/a n/a VA3205 The QC reported here applies to the following samples: FA97618-4, FA97618-8, FA97618-11 CAS No. Compound FA97618-4 Spike MS ug/l Q ug/l ug/l Method: SM 6200B MS Spike MSD MSD Limits % ug/l ug/l % RPD Rec/RPD 71-43-2 Benzene 151 500 690 108 500 722 114 5 70-130/20 108-86-1 Bromobenzene ND 500 454 91 500 503 101 10 70-130/20 74-97-5 Bromochloromethane ND 500 483 97 500 526 105 9 70-130/20 75-27-4 Bromodichloromethane ND 500 499 100 500 514 103 3 70-130/20 75-25-2 Bromoform ND 500 454 91 500 478 96 5 70-130/20 104-51-8 n-Butylbenzene ND 500 461 92 500 494 99 7 70-130/20 135-98-8 sec-Butylbenzene ND 500 560 112 500 604 121 8 70-130/20 98-06-6 tert-Butylbenzene ND 500 488 98 500 527 105 8 70-130/20 56-23-5 Carbon Tetrachloride ND 500 492 98 500 492 98 0 70-130/20 108-90-7 Chlorobenzene ND 500 501 100 500 540 108 7 70-130/20 75-00-3 Chloroethane ND 500 602 120 500 710 142* 16 60-140/20 67-66-3 Chloroform ND 500 492 98 500 511 102 4 70-130/20 95-49-8 o-Chlorotoluene 50.4 500 538 98 500 578 106 7 70-130/20 106-43-4 p-Chlorotoluene ND 500 474 95 500 515 103 8 70-130/20 124-48-1 Dibromochloromethane ND 500 440 88 500 471 94 7 70-130/20 96-12-8 1,2-Dibromo-3-chloropropane ND 500 476 95 500 482 96 1 70-130/20 106-93-4 1,2-Dibromoethane ND 500 475 95 500 520 104 9 70-130/20 75-71-8 Dichlorodifluoromethane ND 500 612 122 500 719 144* 16 60-140/20 95-50-1 1,2-Dichlorobenzene ND 500 481 96 500 522 104 8 70-130/20 541-73-1 1,3-Dichlorobenzene ND 500 503 101 500 546 109 8 70-130/20 106-46-7 1,4-Dichlorobenzene ND 500 479 96 500 514 103 7 70-130/20 75-34-3 1, 1 -Dichloroethane ND 500 529 106 500 549 110 4 70-130/20 107-06-2 1,2-Dichloroethane ND 500 486 97 500 472 94 3 70-130/20 75-35-4 1, 1 -Dichloroethylene ND 500 543 109 500 552 110 2 70-130/20 156-59-2 cis- 1, 2-Dichloroethylene ND 500 519 104 500 567 113 9 70-130/20 156-60-5 trans- 1, 2-Dichloroethylene ND 500 473 95 500 495 99 5 70-130/20 78-87-5 1,2-Dichloropropane ND 500 478 96 500 518 104 8 70-130/20 142-28-9 1,3-Dichloropropane ND 500 439 88 500 486 97 10 70-130/20 594-20-7 2,2-Dichloropropane ND 500 463 93 500 459 92 1 70-130/20 563-58-6 1, 1 -Dichloropropene ND 500 498 100 500 525 105 5 70-130/20 10061-01-5 cis- 1, 3-Dichloropropene ND 500 456 91 500 494 99 8 70-130/20 10061-02-6 trans- 1, 3-Dichloropropene ND 500 477 95 500 502 100 5 70-130/20 108-20-3 Di -Isopropyl Ether 24.4 J 500 519 99 500 522 100 1 70-130/20 100-41-4 Ethlbenzene 180 500 701 104 500 723 109 3 70-130/20 87-68-3 Hexachlorobutadiene ND 500 520 104 500 552 110 6 70-130/20 98-82-8 Isopropylbenzene 11.2 J 500 506 99 500 533 104 5 70-130/20 * = Outside of Control Limits. 01 68 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page 2 of Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch ?A97618-4MS A0233830.D 50 08/04/22 SS n/a n/a VA3205 ;A97618-4MSD A0233831.D 50 08/04/22 SS n/a n/a VA3205 ;A97618-4 A0233829.1) 50 08/04/22 SS n/a n/a VA3205 The QC reported here applies to the following samples: FA97618-4, FA97618-8, FA97618-11 CAS No. Compound FA97618-4 Spike MS ug/l Q ug/l ug/l Method: SM 6200B MS Spike MSD MSD Limits % ug/l ug/l % RPD Rec/RPD 99-87-6 p-Isopropyltoluene ND 500 497 99 500 542 108 9 70-130/20 74-83-9 Methyl Bromide ND 500 545 109 500 668 134 20 60-140/20 74-87-3 Methyl Chloride ND 500 642 128 500 732 146* 13 60-140/20 74-95-3 Methylene Bromide ND 500 481 96 500 501 100 4 70-130/20 75-09-2 Methylene Chloride 65.4 J 500 183 24* 500 182 23* 1 70-130/20 1634-04-4 Methyl Tert Butyl Ether 2000 500 2570 114 500 2520 104 2 70-130/20 91-20-3 Naphthalene 827 500 1420 119 500 1420 119 0 70-130/20 103-65-1 n-Propylbenzene 21.7 J 500 522 100 500 571 110 9 70-130/20 100-42-5 Styrene ND 500 466 93 500 505 101 8 70-130/20 630-20-6 1, 1, 1, 2-Tetrachloroethane ND 500 469 94 500 493 99 5 70-130/20 79-34-5 1,1,2,2-Tetrachloroethane ND 500 484 97 500 527 105 9 70-130/20 127-18-4 Tetrachloroethylene ND 500 497 99 500 542 108 9 70-130/20 108-88-3 Toluene 2800 E 500 3310 102 500 3290 98 1 70-130/20 87-61-6 1,2,3-Trichlorobenzene ND 500 548 110 500 571 114 4 70-130/20 120-82-1 1,2,4-Trichlorobenzene ND 500 511 102 500 548 110 7 70-130/20 71-55-6 1, 1, 1 -Trichloroethane ND 500 514 103 500 523 105 2 70-130/20 79-00-5 1,1,2-Trichloroethane ND 500 491 98 500 535 107 9 70-130/20 79-01-6 Trichloroethylene ND 500 525 105 500 553 ill 5 70-130/20 75-69-4 Trichlorofluoromethane ND 500 560 112 500 670 134 18 60-140/20 96-18-4 1, 2,3 -Trichloropropane ND 500 424 85 500 445 89 5 70-130/20 95-63-6 1,2,4-Trimethylbenzene 817 500 1370 ill 500 1370 ill 0 70-130/20 108-67-8 1, 3,5 -Trimethylbenzene 399 500 911 102 500 945 109 4 70-130/20 75-01-4 Vinyl Chloride ND 500 570 114 500 694 139 20 60-140/20 m,p-Xylene 1330 1000 2340 101 1000 2330 100 0 70-130/20 95-47-6 o-Xylene 1550 500 2070 104 500 2000 90 3 70-130/20 1330-20-7 Xylene (total) 2880 1500 4410 102 1500 4330 97 2 70-130/20 CAS No. Surrogate Recoveries MS MSD FA97618-4 Limits 1868-53-7 Dibromofluoromethane 100% 97% 105% 70-130% 17060-07-0 1,2-Dichloroethane-D4 98% 89% 110% 70-130% 2037-26-5 Toluene-138 97% 99% 95% 70-130% 460-00-4 4-Bromofluorobenzene 102% 103% 98% 70-130% * = Outside of Control Limits. 6 69 of 70 FA97618 Matrix Spike/Matrix Spike Duplicate Summary Page I of 1 Job Number: FA97618 Account: GRINCC GRI (Geological Resources Inc.) Project: Corner Store; 896 Oak Ridge Farm Rd, Mooresville, NC Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA97631-19MS A0233855.1) 500 08/05/22 SS n/a n/a VA3206 FA97631-19MSD A0233856.1) 500 08/05/22 SS n/a n/a VA3206 FA97631-19 a A0233854.1) 500 08/05/22 SS n/a n/a VA3206 The QC reported here applies to the following samples: Method: SM 6200B FA97618-8, FA97618-11 FA97631-19 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 75-09-2 Methylene Chloride 640 JB 5000 2190 31* 5000 2120 30* 3 70-130/20 1634-04-4 Methyl Tert Butyl Ether ND 5000 6560 131* 5000 6380 128 3 70-130/20 108-88-3 Toluene 16500 5000 20300 76 5000 19600 62*b 4 70-130/20 CAS No. Surrogate Recoveries MS MSD FA97631-19 Limits 1868-53-7 Dibromofluoromethane 103% 100% 106% 70-130% 17060-07-0 1,2-Dichloroethane-D4 104% 99% 111% 70-130% 2037-26-5 Toluene-138 97% 96% 98% 70-130% 460-00-4 4-Bromofluorobenzene 95% 95% 96% 70-130% (a) QC sample. (b) Outside control limits due to high level in sample relative to spike amount. * = Outside of Control Limits. 6 70 of 70 FA97618 Beverly, Trudy From: Taraban, Ron Sent: Wednesday, November 30, 2022 2:15 PM To: Beverly, Trudy Cc: Taraban, Ron Subject: FW: [External] RE: The Corner Store Attachments: MO-4537_15139_CA_MRP_20220914.pdf Hi Trudy, Can you do me a favor and approve this report on RUST and move the report electronically? If you can't get to it today or tomorrow, let me know. Thanks -Ron From: Joanna Alley<jra@geologicalresourcesinc.com> Sent: Wednesday, November 23, 2022 11:14 AM To: Taraban, Ron <ron.taraban@ncdenr.gov> Subject: [External] RE: The Corner Store CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good Afternoon Ron, Can you let me know the status of this report review? We need approval to submit the reimbursement claim. Best Regards, Joanna Alley, P.E. Project Manager Geological Resources, Inc. 2021 Winner of the Union County Chamber Excellence In Business Award 3502 Hayes Road I Monroe, NC 28110 1 website I facebook 704-845-4010-office 1704-698-1244-direct 1704-845-4012-fax From: Leslie Maxtone-Graham<Img@geologicalresourcesinc.com> Sent: Wednesday, September 14, 2022 4:12 PM To: Taraban, Ron <ron.taraban@ncdenr.gov> Cc: Joanna Alley <Ira@geologicalresourcesinc.com> Subject: The Corner Store Good afternoon, Ron. Please find attached, the ground water monitoring report for the abovementioned site. Kind regards, Leslie Leslie Maxtone-Graham Administrative Assistant Geological Resources, Inc. 2021 Winner of the Union County Chamber Excellence In Business Award 3502 Hayes Road I Monroe, NC 28110 1 website I facebook 704-845-4010-office 1704-845-4012-fax