Loading...
HomeMy WebLinkAboutMO-18989_18989_CA_O_20230329_SWS Via E-Mail and FedEx (Std. Delivery) March 29, 2023 North Carolina Department of Environmental Quality Division of Water Resources Water Quality Regional Operations Section 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Attn: Mr. Andrew Pitner, PG Mr. Wesley Bell Re: Surface Water Sampling Results Charlotte Douglas International Airport Airport Drive Release Charlotte, North Carolina NC DEQ UST Section Incident #18989 H&H Job No. CDA-044 Dear Mr. Pitner and Mr. Bell: On behalf of Charlotte Douglas International Airport (CLT), Hart & Hickman, PC (H&H) is providing results of recent surface water sampling activities conducted in association with the jet fuel release from the aboveground storage tank (AST) system at the CLT Wilson Air Center General Aviation Fuel Farm located at 5414 Airport Drive in Charlotte (hereafter referred to as the Site). The North Carolina Department of Environmental Quality (DEQ), Division of Waste Management (DWM), Underground Storage Tank (UST) Section incident identification number for the Site is #18989. A Site location map is included as Figure 1, and a Site map is included as Figure 2. CLT personnel observed evidence of petroleum seepage from the bank of an unnamed tributary of Taggart Creek on property owned by the City of Charlotte at CLT on September 17, 2019. Since that time, initial emergency response actions, absorbent boom and pad maintenance, and several Mr. Andrew Pitner, PG and Mr. Wesley Bell Airport Drive Release (Incident #18989) March 29, 2023 Page 2 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Surface Water Sampling Results_Mar 2023.docx phases of assessment and petroleum free product or light non-aqueous phase liquid (LNAPL) removal activities have been conducted by or on behalf of CLT. On April 1, 2021, as an interim measure, while additional assessment and preliminary LNAPL removal activities were being conducted, H&H submitted a BIOREM-2000 Oil Digester Application Request to DEQ’s UST Section and members of DEQ’s Division of Water Resources (DWR) to obtain agency concurrence for the use of BIOREM-2000 Oil Digestor™ (BIOREM) to treat various surfaces (i.e., stream banks, vegetation, water surfaces, etc.) affected by the jet fuel release. On May 12, 2021, DEQ’s DWR conditionally approved the application of BIOREM to treat various surfaces affected by the release contingent upon application of the product in accordance with the manufacturer’s instructions and below a dosage rate of 8.8 milligrams per liter (mg/L). DEQ DWR also required the implementation of a quarterly stream sampling schedule for the unnamed tributary of Taggart Creek. In accordance with DEQ’s DWR request, H&H initiated quarterly surface water sampling activities in the unnamed tributary of Taggart Creek in May 2021. The baseline surface water sampling event was conducted on May 21, 2021, followed by application of BIOREM to treat various affected surfaces on June 4, 2021, and post-application surface water sampling on June 7, 2021. The results of the May 2021 baseline surface water sampling event and June 2021 post-application surface water sampling event were provided to DEQ’s DWR and UST Section in H&H’s Surface Water Sampling Results letter report dated June 30, 2021. Since that time, BIOREM has been directly applied to oily surfaces including stream banks, vegetation, and surface waters typically once a week with a hand sprayer in accordance with the manufacturer’s instructions and below a dosage rate of 8.8 mg/L. Vegetation is now present on the banks in the vicinity of the petroleum seeps where it was previously sparse. In March 2022, H&H requested that the quarterly surface water monitoring schedule be reduced to a semi-annual frequency based on the lack of target compounds above applicable standards or screening values in the downstream portion of the unnamed tributary during the previous four https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Surface Water Sampling Results_Mar 2023.docx Mr. Andrew Pitner, PG and Mr. Wesley Bell Airport Drive Release (Incident #18989) March 29, 2023 Page 3 monitoring events. Furthermore, based on the lack of detection of RCRA metals above applicable standards or screening values in the unnamed tributary of Taggart Creek during the previous four monitoring events, H&H requested that Resource Conservation Recovery Act (RCRA) metals analysis be eliminated from the surface water sampling program during future monitoring events. On April 1, 2022, DEQ’s DWR agreed that metals sampling could be discontinued from the surface water sampling program but indicated that quarterly surface water monitoring must be continued due to petroleum sheens observed in the unnamed tributary of Taggart Creek in February 2022. Although it appears that the BIOREM has been effective in treating oily surfaces on vegetation and stream banks, petroleum sheens continue to be observed occassionlly in the unnamed tributary of Taggart Creek. The results of the recent quarterly surface water sampling activities conducted on March 7, 2023 are discussed below. The March 2023 surface water sampling event was conducted during apparent base flow conditions and included the collection and analysis of upstream and downstream surface water samples. The location of the surface water samples (denoted by “SW” nomenclature) are depicted in Figure 3. These samples were collected in the following locations: •Upstream portion of the unnamed tributary of Taggart Creek above the BIOREM application areas (SW-Upstream); and •Downstream portion of the unnamed tributary of Taggart Creek below the BIOREM application areas (SW-Downstream). The surface water samples were collected in a downstream to upstream order during the sampling event. Surface water samples were collected by lowering laboratory-supplied sample containers into the center portion of the stream with the containers facing upstream and without disturbing sediments. Surface water samples were labeled with the sample identification, date, and requested analysis; and placed in a laboratory-supplied cooler with ice. The surface water samples were delivered to Waypoint Analytical, LLC of Charlotte, North Carolina under standard chain of custody protocols for analysis of volatile organic compounds (VOCs) by EPA Method 8260, semi- Mr. Andrew Pitner, PG and Mr. Wesley Bell Airport Drive Release (Incident #18989) March 29, 2023 Page 4 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Surface Water Sampling Results_Mar 2023.docx volatile organic compounds (SVOCs) by EPA Method 8270, and extractable petroleum hydrocarbons (EPH) and volatile petroleum hydrocarbons (VPH) by the Massachusetts Department of Environmental Protection (MADEP) Methods. The March 2023 and historical surface water sampling results are summarized in Table 1. Copies of the laboratory analytical report and chain of custody record for the March 2023 sampling event are provided in Attachment A. Taggart Creek is classified as a Class C surface water body (i.e., waters protected for uses such as secondary recreation, fishing, wildlife, fish consumption, aquatic life including propagation, survival and maintenance of biological integrity, and agriculture). Therefore, surface water sample results were compared to the most stringent of the freshwater and human health 15A NCAC 02B Surface Water Quality Standards (2B Standards) dated July 26, 2021 for a Class C surface water body. In instances where a compound had no established 2B Standard, the surface water sample results were compared to the EPA Nationally Recommended Water Quality Criteria (NRWQC) screening values dated July 2016. In instances where a compound had no established 2B Standard or EPA NRWQC screening value, the surface water sample results were compared to North Carolina In-Stream target values for surface waters dated July 2016. The only compound detected in the surface water samples was a low estimated concentration of aliphatic hydrocarbons as EPH C9-C18 in the downgradient sample. The detected estimated concentration of aliphatic hydrocarbons as EPH C9-C18 in the downgradient sample (43.9 J µg/L) was below its North Carolina In-Stream target value of 180 µg/L. H&H submitted a Free Product Corrective Action Plan (CAP) and remedial design to DEQ on October 11, 2021. The Free Product CAP proposed dual phase extraction (DPE) as a dedicated system to remove the free product. DEQ approved the October 11, 2021 Free Product CAP in a letter dated December 1, 2021. The proposed DPE recovery wells were installed at the Site in June 2022. DEQ approved the National Pollutant Discharge Elimination System General Permit Mr. Andrew Pitner, PG and Mr. Wesley Bell Airport Drive Release (Incident #18989) March 29, 2023 Page 5 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Surface Water Sampling Results_Mar 2023.docx for the dedicated DPE system at the end of July 2022. DPE system fabrication work began in April 2022, and field construction activities began in July 2022. The DPE system equipment was delivered to the Site on October 26, 2022 and field construction activities were completed in late December 2022. Following the establishment of electric services at the Site by Duke Energy in mid-January, DPE system startup was conducted between January 23 and 25, 2023. Since that time, as of the writing of this letter, the DPE systems have operated at the Site for approximately 44 days. Details of DPE system installation and performance, including NPDES effluent sampling and LNAPL recovery are being provided to DEQ under separate cover. Initial results indicate that free product levels in monitoring wells near the creek have decreased as a result of the DPE systems. Based on the lack of target compounds above applicable standards or screening values in the downstream portion of the unnamed tributary during the previous eight quarterly monitoring events, H&H requests that the quarterly surface water sampling frequency be eliminated or reduced to a semi-annual frequency now that the DPE systems are active. If you have questions regarding the surface water sampling results or need additional information, please do not hesitate to contact me at (704) 586-0007. Sincerely, Hart & Hickman, PC Shannon Cottrill Sr. Project Manager Attachments: Table 1 – Summary of Surface Water Analytical Results Figure 1 – Site Location Map Figure 2 – Site Map Mr. Andrew Pitner, PG and Mr. Wesley Bell Airport Drive Release (Incident #18989) March 29, 2023 Page 6 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Surface Water Sampling Results_Mar 2023.docx Figure 3 – Surface Water Sample Location Attachment A – Laboratory Analytical Data Report cc: Mr. Jimmy Jordan, PG, CLT (Via E-Mail) Mr. Josh Eller, CLT (Via E-Mail) Mr. Dan Bowser, PG, DEQ DWM (Via E-Mail) Mr. Ron Eubanks, CMSWS (Via E-Mail) Mr. Andrew DeCristofaro, CMSWS (Via E-Mail) Table 1 (Page 1 of 2) Summary of Surface Water Analytical ResultsAirport Drive Release Site (UST Section Incident #18989) Charlotte, North Carolina H&H Job No. CDA-044 Aliphatic (C09-C18)Aliphatic (C19-C36)Aromatic (C11-C22)Aliphatic (C05-C08)Aliphatic (C09-C12)Aliphatic (C09-C12) AdjustedAromatic (C09-C10)Di-n-octylphthalatebis(2-Ethylhexyl)phthalateFluorenePhenanthreneAcetoneIsopropylbenzene (Cumene)NaphthaleneTolueneTrichloroetheneSample ID Date Source Distance from Stream Bank LNAPL Seepage (feet)Incident Phase SW-1*9/19/2019 Petroleum Seep at Tributary to Taggart Creek 0 IAA 900,000 <98,000 181,000 <50.0 6,380 4,670 1,710 273 J 2,120 1,050 481 J NS <12.5 149 <12.5 NS SW-2 11/14/2019 Tributary to Taggart Creek 5 IAA <98.0 <98.0 <98.0 <50.0 <50.0 <50.0 <50.0 <1.8 <2.1 <1.6 <1.7 NS 0.42 J 2.2 <0.23 NSSW-3 11/14/2019 Tributary to Taggart Creek 130 IAA <99.0 <99.0 <99.0 <50.0 <50.0 <50.0 <50.0 <1.8 <2.1 <1.6 <1.7 NS <0.24 2.0 J <0.23 NSSW-4 11/14/2019 Tributary to Taggart Creek 370 IAA <98.0 <98.0 <98.0 <50.0 <50.0 <50.0 <50.0 <1.8 <2.1 <1.6 <1.7 NS <0.24 0.71 J <0.23 NS5/21/2021 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <5.91 <10.4 <8.58 <7.48 <1.80 <0.180 <0.470 <0.220 0.269 J6/7/2021 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <6.41 <11.3 <9.31 <8.12 <1.80 <0.180 <0.470 <0.200 0.228 J9/7/2021 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <5.11 <8.98 <7.42 <6.47 <1.80 <0.180 <0.470 <0.220 0.273 J12/7/2021 <29.4 248 JB <63.6 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 <1.80 <0.180 <0.470 <0.220 0.226 J3/7/2022 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 3.32 J <0.180 <0.470 <0.200 <0.1806/7/2022 <28.2 <125 <61.9 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 <1.80 <0.180 <0.470 <0.220 0.209 J9/7/2022 <28.2 M <124 <61.2 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 3.13 J <0.180 <0.470 <0.220 <0.18012/7/2022 <29.4 <129 <63.6 <11.5 <25.8 --<4.02 <1.80 <26.3 <0.883 <0.468 <1.80 <0.180 <0.470 <0.220 <0.1803/7/2023 CAP <28.6 <126 <62.2 <11.5 <25.8 --<4.02 <1.65 <3.46 <0.807 <0.428 <1.80 <0.180 <0.470 <0.220 <0.1805/21/2021 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <7.64 <9.15 <7.56 <6.59 2.29 J <0.180 <0.470 <0.220 <0.1806/7/2021 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 2.92 J <0.180 <0.470 <0.220 <0.1809/7/2021 <28.5 <125 <61.9 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 <1.80 <0.180 <0.470 <0.220 <0.18012/7/2021 <28.5 192 JB <61.9 <11.5 <25.8 --<4.02 <5.06 <8.89 <7.34 <6.40 <1.80 0.213 J <0.470 0.246 J 0.202 J3/7/2022 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 2.95 J <0.180 <0.470 <0.220 <0.1806/7/2022 <28.2 <124 <61.2 <11.5 <25.8 --<4.02 <5.11 <8.98 <7.42 <6.47 <1.80 <0.180 <0.470 <0.220 <0.1809/7/2022 <28.2 M <124 <61.2 <11.5 <25.8 --<4.02 <5.01 <8.80 <7.27 <6.34 3.33 J <0.180 <0.470 <0.220 <0.18012/7/2022 <30.6 <135 <66.6 <11.5 <25.8 --<4.02 <1.84 <26.9 <0.899 <0.477 <1.80 <0.180 <0.470 <0.220 <0.1803/7/2023 CAP 43.9 J <132 <65.1 <11.5 <25.8 --<4.02 <1.68 <3.53 <0.819 <0.434 <1.80 <0.180 <0.470 <0.220 <0.180 NE NE NE NE NE NE NE NE NE NE NE NE NE NE 11 30 (4) EPA National Recommended Water Quality Criteria for Aquatic Life & Human Health (2)NE NE NE NE NE NE NE NE 0.37 (4)70 NE NE NE NE 520 (4)NE 180 210 NE 125 180 180 NE NE 5 30 0.7 2,000 250 12 370 NE Notes: (1) North Carolina Department of Environmental Quality (DEQ) NC 15A NCAC 02B Water Quality Standards for Surface Waters (2B Standard) (July 26, 2021) (2) National Recommended Water Quality Criteria values are based on the values reported on EPA's Nationally Recommended Water Quality Criteria website as of July 22, 2016 (3) NC In-Stream Target Values for Surface Waters are based on values presented in North Carolina Division of Water Resources Surface Water Quality Standards, Criteria & In-Stream Target Values spreadsheet dated July 2016 (4) Standard listed is the fish consumption standard; commonly referred to as "Human Health" standards *Sample SW-1 contained a mixture of LNAPL and surface water, collected in a side pool of the unnamed tributary immediately adjacent to the seep. Sample is not considered to be representative of the broader surface water system in that area. + = Acute & chronic values for metals on the NC 02B Standards table are based on the following language in 15A NCAC 02B .0211: Acute = "Compliance with acute instream metals standards shall only be evaluated using an average of two or more samples collected within one hour." Chronic = "Compliance with chronic instream metals standards shall only be evaluated using averages of a minimum of four samples taken on consecutive days, or as a 96-hour average." ++ = Value calculated using the North Carolina DEQ 2B Standards for Surface Waters "Hardness-Dependent Metal Calculations" based on the median water hardness value of 156,200 micrograms per liter (µg/L) from site-specific samples collected in May, June, September, and December 2021 and March 2022 With the exception of extractable petroleum hydrocarbons (EPH) and volatile petroleum compounds (VPH), only compounds detected in at least one sample shown above Laboratory analytical methods are shown in parentheses Underline value indicates compound detected above EPA National Recommended Water Quality Criteria for Aquatic Life & Human Health Highlighted value indicates compound detected above NC In-Stream Target Values for Surface Waters Tributary is a Class C Water LNAPL = Light non-aqueous phase liquid; VOCs = Volatile organic compounds; SVOCs = Semi-volatile organic compounds; RCRA = Resource Conservation Recovery Act; MADEP = Massachusetts Department of Environmental Protection IAA = Initial Action Abatement; CAP = Corrective Action Plan Samples collected in September and November 2019 were collected by Wood Environmental & Infrastructure Solutions, Inc. and were analyzed for 602 VOCs by EPA Method 6200, SVOCs by EPA Method 625, EPH and VPH by the MADEP Methods, and RCRA metals by EPA Method 6010 and 7471 (mercury only) Samples collected in 2021 and 2023 were collected by H&H and were analyzed for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, EPH and VPH by the MADEP Methods, and RCRA metals by EPA Methods 6020 and 7470 (mercury only) -- = Not available; NE = Not established; NS = Not sampled J = Estimated concentration above the method detection limit and below the reporting limit Because J flags were requested, less than concentrations are reported to the laboratory method detection limit B = Analyte detected in blank; M = Minimum value due to potential for a low bias Analytical Method Contaminant of Concern EPH NC Water (MADEP)SVOCs (625/8270)VPH NC Water (MADEP)VOCs (6200/8260) NC In-Stream Target Values for Surface Waters (3) NC 15A NCAC 02B Water Quality Standards for Surface Waters (1) Pre-CAP Pre-CAP Units = Micrograms per Liter (µg/L) SW-Upstream Tributary to Taggart Creek 480 350Tributary to Taggart CreekSW-Downstream File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Tables/Data Tables Date:3/21/2023 Table 1 (Page 1 of 2)Hart & Hickman, PC Table 1 (Page 2 of 2) Summary of Surface Water Analytical ResultsAirport Drive Release Site (UST Section Incident #18989) Charlotte, North Carolina H&H Job No. CDA-044 Hardness (2340C-2011)Arsenic (Total)Arsenic (Dissolved)Barium (Total)Chromium (Total)Chromium (Dissolved)Lead (Total)Lead (Dissolved)SilverSilver (dissolved)HardnessSample ID Date Source Distance from Stream Bank LNAPL Seepage (feet)Incident Phase SW-1*9/19/2019 Petroleum Seep at Tributary to Taggart Creek 0 IAA <4.7 NS 88.2 1.2J NS 4.6J NS <2.5 NS NS SW-2 11/14/2019 Tributary to Taggart Creek 5 IAA NS NS NS NS NS NS NS NS NS NSSW-3 11/14/2019 Tributary to Taggart Creek 130 IAA NS NS NS NS NS NS NS NS NS NSSW-4 11/14/2019 Tributary to Taggart Creek 370 IAA NS NS NS NS NS NS NS NS NS NS5/21/2021 0.516 J 0.227 J 66.9 <0.790 <0.790 <0.260 <0.260 <0.110 <0.110 NS6/7/2021 0.236 J 0.215 J 63.9 <0.790 <0.790 <0.260 <0.260 <0.110 <0.110 NS9/7/2021 0.520 J 0.174 J 68.1 <0.790 <0.790 <0.260 <0.260 <0.110 <0.110 NS12/7/2021 <0.170 <0.170 62.8 <0.790 <0.790 <0.260 <0.260 <0.110 <0.110 168,0003/7/2022 <0.490 <0.490 72.8 <1.00 <1.00 <0.500 <0.500 <0.130 <0.130 NS6/7/2022 NS NS NS NS NS NS NS NS NS NS9/7/2022 NS NS NS NS NS NS NS NS NS NS12/7/2022 NS NS NS NS NS NS NS NS NS NS3/7/2023 CAP NS NS NS NS NS NS NS NS NS NS5/21/2021 0.328 J 0.274 J 72.9 <0.790 <0.790 <0.260 <0.260 <0.110 <0.110 181,0006/7/2021 0.386 J 0.258 J 56.2 <0.790 <0.790 0.751 J <0.260 <0.110 <0.110 127,0009/7/2021 1.02 0.239 J 67.3 <0.790 <0.790 <0.260 <0.260 0.134 J <0.110 175,00012/7/2021 <0.170 <0.170 58.3 <0.790 <0.790 <0.260 <0.260 <0.110 <0.110 148,0003/7/2022 <0.490 <0.490 58.5 <1.00 <1.00 <0.500 <0.500 <0.130 <0.130 150,0006/7/2022 NS NS NS NS NS NS NS NS NS NS9/7/2022 NS NS NS NS NS NS NS NS NS NS12/7/2022 NS NS NS NS NS NS NS NS NS NS3/7/2023 CAP NS NS NS NS NS NS NS NS NS NS NE 340 (d) Acute+ / 150 (d) Chronic+NE NE 820.96 (d,h) Acute++ / 106.79 (d,h) Chronic++NE 104.58 (d,h) Acute++ / 4.08 (d,h) Chronic++NE 6.93 (d,h) Acute++ / 0.06 (d) Chronic+NE EPA National Recommended Water Quality Criteria for Aquatic Life & Human Health (2)NE NE NE NE NE NE NE NE NE NE NE NE 21,000 NE NE NE NE NE NE NE Notes: (1) North Carolina Department of Environmental Quality (DEQ) NC 15A NCAC 02B Water Quality Standards for Surface Waters (2B Standard) (July 26, 2021) (2) National Recommended Water Quality Criteria values are based on the values reported on EPA's Nationally Recommended Water Quality Criteria website as of July 22, 2016 (3) NC In-Stream Target Values for Surface Waters are based on values presented in North Carolina Division of Water Resources Surface Water Quality Standards, Criteria & In-Stream Target Values spreadsheet dated July 2016 (4) Standard listed is the fish consumption standard; commonly referred to as "Human Health" standards *Sample SW-1 contained a mixture of LNAPL and surface water, collected in a side pool of the unnamed tributary immediately adjacent to the seep. Sample is not considered to be representative of the broader surface water system in that area. + = Acute & chronic values for metals on the NC 02B Standards table are based on the following language in 15A NCAC 02B .0211: Acute = "Compliance with acute instream metals standards shall only be evaluated using an average of two or more samples collected within one hour." Chronic = "Compliance with chronic instream metals standards shall only be evaluated using averages of a minimum of four samples taken on consecutive days, or as a 96-hour average." ++ = Value calculated using the North Carolina DEQ 2B Standards for Surface Waters "Hardness-Dependent Metal Calculations" based on the median water hardness value of 156,200 micrograms per liter (µg/L) from site-specific samples collected in May, June, September, and December 2021 and March 2022 With the exception of extractable petroleum hydrocarbons (EPH) and volatile petroleum compounds (VPH), only compounds detected in at least one sample shown above Laboratory analytical methods are shown in parentheses Underline value indicates compound detected above EPA National Recommended Water Quality Criteria for Aquatic Life & Human Health Highlighted value indicates compound detected above NC In-Stream Target Values for Surface Waters Tributary is a Class C Water LNAPL = Light non-aqueous phase liquid; VOCs = Volatile organic compounds; SVOCs = Semi-volatile organic compounds; RCRA = Resource Conservation Recovery Act; MADEP = Massachusetts Department of Environmental Protection IAA = Initial Action Abatement; CAP = Corrective Action Plan Samples collected in September and November 2019 were collected by Wood Environmental & Infrastructure Solutions, Inc. and were analyzed for 602 VOCs by EPA Method 6200, SVOCs by EPA Method 625, EPH and VPH by the MADEP Methods, and RCRA metals by EPA Method 6010 and 7471 (mercury only) Samples collected in 2021 and 2023 were collected by H&H and were analyzed for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, EPH and VPH by the MADEP Methods, and RCRA metals by EPA Methods 6020 and 7470 (mercury only) -- = Not available; NE = Not established; NS = Not sampled J = Estimated concentration above the method detection limit and below the reporting limit Because J flags were requested, less than concentrations are reported to the laboratory method detection limit B = Analyte detected in blank; M = Minimum value due to potential for a low bias RCRA Metals (6010/6020)Analytical Method Contaminant of Concern NC In-Stream Target Values for Surface Waters (3) 480Tributary to Taggart CreekSW-Upstream SW-Downstream Tributary to Taggart Creek 350 NC 15A NCAC 02B Water Quality Standards for Surface Waters (1) Units = Micrograms per Liter (µg/L) Pre-CAP Pre-CAP File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/SW Sampling/March 2023/Tables/Data Tables Date:3/21/2023 Table 1 (Page 2 of 2)Hart & Hickman, PC USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset,and National Transportation Dataset; USGS Global Ecosystems; U.S.Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data;U.S. Department of State Humanitarian Information Unit; and NOAANational Centers for Environmental Information, U.S. Coastal ReliefModel. Data refreshed May, 2020. SITE LOCATION MAP AIRPORT DRIVE RELEASE UST SECTION INCIDENT #18989 AIRPORT DRIVECHARLOTTE, NORTH CAROLINA DATE: 3-24-21 JOB NO: CDA-044 REVISION NO: 0 FIGURE. 1 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology TITLE PROJECT02,000 4,000 SCALE IN FEET Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\CDA-044\Figure-1.mxdN U.S.G.S. QUADRANGLE MAP CHARLOTTE WEST, NORTH CAROLINA 2013 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) SITE LEGEND PARCEL LINE CREEK/STREAM BANK OF AMERICA (BoA) FUEL LINE WILSON FUEL LINE ABOVEGROUND STORAGE TANK JOB NO. CDA-044 REVISION NO. 0DATE: 3-28-23 FIGURE NO. 2 AIRPORT DRIVE RELEASE UST SECTION INCIDENT #18989 AIRPORT DRIVE CHARLOTTE, NORTH CAROLINA SITE MAP 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology ASH L E Y CI R CL E ASHLEY C I R C L E AIRPORT DRIVEWILSON AIR FUEL DISPENSER BoA FUEL DISPENSER WILSON ASTs BoA ASTs RETAINING WALL FORMER USTs (REMOVED 2011) LNAPL SEEP LOCATION STORMWATER RETENTION BASIN STORMWATER INLET STRUCTURE/ CULVERT JUNCTION BOX CULVERT (LNAPL OBSERVED) NEW STORMWATER OUTFALL (NO LNAPL OBSERVED) APPROXIMATE AREA OF STORMWATER OUTFALL (LNAPL OBSERVED) NOTES: 1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2021. 2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS, 2021. 3.SITE FEATURE LOCATIONS ARE APPROXIMATE AND ARE BASED ON FIELD MEASUREMENTS. 11506403 5751 AIRPORT DR LLC 11506401 CITY OF CHARLOTTE 11506402 CITY OF CHARLOTTE 11506301 CITY OF CHARLOTTE NEW CORPORATE HANGAR (TRUIST) 11521103 CITY OF CHARLOTTE CORPORATE HANGARS THE HARVEST CENTER 11506102 JACKSON PARK MINISTRIES 11506101 STEPHEN T MOTLEY NEW CORPORATE HANGAR (LOWE'S) AST RETAINING WALL RETAINING WALL BoA NORTH HANGAR BoA SOUTH HANGAR BoA FUEL DISPENSER S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\Figures\Site Map.dwg, FIGURE 2, 3/28/2023 1:44:31 PM, sperry LEGEND PARCEL LINE CREEK/STREAM SURFACE WATER SAMPLE LOCATION (2019) SURFACE WATER SAMPLE LOCATION (2021-2023) JOB NO. CDA-044 REVISION NO. 0DATE: 3-29-23 FIGURE NO. 3 AIRPORT DRIVE RELEASE UST SECTION INCIDENT #18989 AIRPORT DRIVE CHARLOTTE, NORTH CAROLINA SURFACE WATER SAMPLE LOCATIONS 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology ASH L E Y CI R CL E AIRPORT DRIVE NOTES: 1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2021. 2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS, 2021. 3.SITE FEATURE LOCATIONS ARE APPROXIMATE AND ARE BASED ON FIELD MEASUREMENTS. 4.SURFACE WATER SAMPLES COLLECTED IN 2019 WERE COLLECTED BY WOOD ENVIRONMENTAL & INFRASTRUCTURE, INC. 5.SURFACE WATER SAMPLES COLLECTED BETWEEN 2021 AND 2023 WERE COLLECTED BY H&H. SW-UPSTREAM UNNAMED TRIBUTARY OF TAGGART CREEK DRY SW-DOWNSTREAM STORMWATER RETENTION BASIN CULVERT (LNAPL OBSERVED) LNAPL SEEP LOCATION STORMWATER INLET STRUCTURE/ CULVERT JUNCTION BOX NEW STORMWATER OUTFALL (NO LNAPL OBSERVED) APPROXIMATE AREA OF STORMWATER OUTFALL (LNAPL OBSERVED) 11506403 5751 AIRPORT DR LLC 11506401 CITY OF CHARLOTTE 11506402 CITY OF CHARLOTTE 11506301 CITY OF CHARLOTTE 11521103 CITY OF CHARLOTTE SW-1, SW-2 SW-3 SW-4 S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\Figures\Site Map SLP .dwg, FIGURE 3 SLP, 3/29/2023 1:13:48 PM, sperry Attachment A Laboratory Analytical Report   Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.   3/15/2023 Hart & Hickman (Charlotte) Shannon Cottrill 2923 South Tryon St. Ste 100 Charlotte, NC, 28203 Ref: Analytical Testing Lab Report Number: 23-066-0030 Client Project Description: CDA-044 Dear Shannon Cottrill: Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/7/2023 for the analyses presented in the following report. The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method. The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance. The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely, Angela D Overcash Senior Project Manager Page 1 of 37 Certification Summary Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC State Program Lab ID Expiration Date 07/31/202337735State ProgramNorth Carolina 12/31/2023402State ProgramNorth Carolina 07/31/202399012State ProgramSouth Carolina 12/31/202299012State ProgramSouth Carolina Page 1 of 1 00016/23-066-0030 Page 2 of 37 Report Number: Sample Summary Table Client Project Description: 23-066-0030 CDA-044 Lab No Client Sample ID Matrix Date Collected Date Received 03/07/2023 08:00Aqueous 90347 SW-Downstream 03/07/2023 13:51 03/07/2023 11:00Aqueous 90348 SW-Upstream 03/07/2023 13:51 Page 3 of 37 Summary of Detected Analytes QualifiersAnalyzedUnitsResult Report Number: Client Sample ID Method Parameters Lab Sample ID 23-066-0030 Report Limit Project:CDA-044 V 90347SW-Downstream J43.9 03/14/2023 20:58MADEP-EPH Aliphatic C9-C18 µg/L 30.0 Page 4 of 37   Client: Hart & Hickman (Charlotte) CASE NARRATIVE Project: CDA-044 Lab Report Number: 23-066-0030 Date: 3/15/2023 Massachusetts EPH Method MADEP-EPH Analyte: Aromatic C11-C22 QC Batch No: V30756/V30737 Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable. Semivolatile Organic Compounds - GC/MS Method 8270E Analyte: Aniline QC Batch No: V30685/V30620 Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be acceptable. Page 5 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <1.80 µg/L 1.80 5.00Acetone 1 03/08/23 14:14 V30617MSA <2.00 µg/L 2.00 5.00Acrolein 1 03/08/23 14:14 V30617MSA <0.230 µg/L 0.230 5.00Acrylonitrile 1 03/08/23 14:14 V30617MSA <0.180 µg/L 0.180 0.500Benzene 1 03/08/23 14:14 V30617MSA <0.210 µg/L 0.210 0.500Bromobenzene 1 03/08/23 14:14 V30617MSA <0.420 µg/L 0.420 1.00Bromochloromethane 1 03/08/23 14:14 V30617MSA <0.160 µg/L 0.160 0.500Bromodichloromethane 1 03/08/23 14:14 V30617MSA <1.50 µg/L 1.50 5.00Bromoform 1 03/08/23 14:14 V30617MSA <0.280 µg/L 0.280 1.00 Bromomethane 1 03/08/23 14:14 V30617MSA <0.185 µg/L 0.185 1.00n-Butylbenzene 1 03/08/23 14:14 V30617MSA <0.200 µg/L 0.200 0.500sec-Butyl benzene 1 03/08/23 14:14 V30617MSA <0.920 µg/L 0.920 2.00tert-Butyl benzene 1 03/08/23 14:14 V30617MSA <0.150 µg/L 0.150 5.00Carbon Disulfide 1 03/08/23 14:14 V30617MSA <0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 03/08/23 14:14 V30617MSA <0.190 µg/L 0.190 0.500Chlorobenzene 1 03/08/23 14:14 V30617MSA <0.190 µg/L 0.190 0.500 Chlorodibromomethane 1 03/08/23 14:14 V30617MSA <0.430 µg/L 0.430 1.00Chloroethane 1 03/08/23 14:14 V30617MSA <0.220 µg/L 0.220 0.500Chloroform 1 03/08/23 14:14 V30617MSA <0.220 µg/L 0.220 0.500Chloromethane 1 03/08/23 14:14 V30617MSA <0.200 µg/L 0.200 0.5002-Chlorotoluene 1 03/08/23 14:14 V30617MSA <0.200 µg/L 0.200 0.5004-Chlorotoluene 1 03/08/23 14:14 V30617MSA <0.960 µg/L 0.960 5.00Di-Isopropyl Ether (DIPE)1 03/08/23 14:14 V30617MSA Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 6 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 03/08/23 14:14 V30617MSA <0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 03/08/23 14:14 V30617MSA <0.230 µg/L 0.230 0.500Dibromomethane 1 03/08/23 14:14 V30617MSA <0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 03/08/23 14:14 V30617MSA <0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 03/08/23 14:14 V30617MSA <0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 03/08/23 14:14 V30617MSA <1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 03/08/23 14:14 V30617MSA <0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 03/08/23 14:14 V30617MSA <0.150 µg/L 0.150 0.500 1,2-Dichloroethane 1 03/08/23 14:14 V30617MSA <0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 03/08/23 14:14 V30617MSA <0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 03/08/23 14:14 V30617MSA <0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 03/08/23 14:14 V30617MSA <0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 03/08/23 14:14 V30617MSA <0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 03/08/23 14:14 V30617MSA <0.210 µg/L 0.210 2.002,2-Dichloropropane 1 03/08/23 14:14 V30617MSA <0.200 µg/L 0.200 0.500 1,1-Dichloropropene 1 03/08/23 14:14 V30617MSA <0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 03/08/23 14:14 V30617MSA <0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 03/08/23 14:14 V30617MSA <42.0 µg/L 42.0 200Ethanol 1 03/08/23 14:14 V30617MSA <0.170 µg/L 0.170 0.500Ethylbenzene 1 03/08/23 14:14 V30617MSA <1.80 µg/L 1.80 10.0Ethyl Tertiary Butyl Ether (ETBE)1 03/08/23 14:14 V30617MSA <0.350 µg/L 0.350 2.00Hexachlorobutadiene 1 03/08/23 14:14 V30617MSA Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 7 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <1.30 µg/L 1.30 10.0n-Hexane 1 03/08/23 14:14 V30617MSA <0.380 µg/L 0.380 5.002-Hexanone 1 03/08/23 14:14 V30617MSA <0.180 µg/L 0.180 5.00Isopropylbenzene 1 03/08/23 14:14 V30617MSA <0.089 µg/L 0.089 0.5004-Isopropyl toluene 1 03/08/23 14:14 V30617MSA <0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 03/08/23 14:14 V30617MSA <0.140 µg/L 0.140 0.500Methyl tert-butyl ether (MTBE)1 03/08/23 14:14 V30617MSA <1.00 µg/L 1.00 5.004-Methyl-2-Pentanone 1 03/08/23 14:14 V30617MSA <0.330 µg/L 0.330 1.00Methylene Chloride 1 03/08/23 14:14 V30617MSA <0.470 µg/L 0.470 1.00 Naphthalene 1 03/08/23 14:14 V30617MSA <0.190 µg/L 0.190 0.500n-Propylbenzene 1 03/08/23 14:14 V30617MSA <0.220 µg/L 0.220 0.500Styrene 1 03/08/23 14:14 V30617MSA <0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 03/08/23 14:14 V30617MSA <0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 03/08/23 14:14 V30617MSA <0.220 µg/L 0.220 0.500Tetrachloroethene 1 03/08/23 14:14 V30617MSA <0.220 µg/L 0.220 0.500Toluene 1 03/08/23 14:14 V30617MSA <0.380 µg/L 0.380 2.00 1,2,3-Trichlorobenzene 1 03/08/23 14:14 V30617MSA <0.310 µg/L 0.310 1.001,2,4-Trichlorobenzene 1 03/08/23 14:14 V30617MSA <0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 03/08/23 14:14 V30617MSA <0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 03/08/23 14:14 V30617MSA <0.180 µg/L 0.180 0.500Trichloroethene 1 03/08/23 14:14 V30617MSA <0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 03/08/23 14:14 V30617MSA <0.270 µg/L 0.270 1.001,2,3-Trichloropropane 1 03/08/23 14:14 V30617MSA Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 8 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <0.180 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 03/08/23 14:14 V30617MSA <1.00 µg/L 1.00 2.00Vinyl Acetate 1 03/08/23 14:14 V30617MSA <0.170 µg/L 0.170 0.500Vinyl Chloride 1 03/08/23 14:14 V30617MSA <0.210 µg/L 0.210 0.500o-Xylene 1 03/08/23 14:14 V30617MSA <0.420 µg/L 0.420 1.00m,p-Xylene 1 03/08/23 14:14 V30617MSA <0.21 µg/L 0.210 0.500Xylene (Total)1 03/08/23 14:14 V30617 Surrogate: 4-Bromofluorobenzene 98.0 Limits: 80-124%03/08/23 14:141 MSA V30617 Surrogate: Dibromofluoromethane 98.8 Limits: 75-129%03/08/23 14:141 MSA V30617 Surrogate: 1,2-Dichloroethane - d4 89.4 Limits: 63-136%03/08/23 14:141 MSA V30617 Surrogate: Toluene-d8 97.8 Limits: 77-123%03/08/23 14:141 MSA V30617 Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <0.306 µg/L 0.306 2.03Acenaphthene 1 03/10/23 14:09 V30685JMV <0.301 µg/L 0.301 2.03Acenaphthylene 1 03/10/23 14:09 V30685JMV <2.08 µg/L 2.08 5.08Aniline 1 03/10/23 14:09 V30685JMV <0.848 µg/L 0.848 2.03Anthracene 1 03/10/23 14:09 V30685JMV <0.646 µg/L 0.646 2.03Benzo(a)anthracene 1 03/10/23 14:09 V30685JMV <1.04 µg/L 1.04 2.03Benzo(a)pyrene 1 03/10/23 14:09 V30685JMV <2.53 µg/L 2.53 5.08 Benzo(b)fluoranthene 1 03/10/23 14:09 V30685JMV <1.03 µg/L 1.03 5.08Benzo(g,h,i)perylene 1 03/10/23 14:09 V30685JMV Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 9 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <2.02 µg/L 2.02 5.08Benzo(k)fluoranthene 1 03/10/23 14:09 V30685JMV <1.12 µg/L 1.12 10.2Benzoic Acid 1 03/10/23 14:09 V30685JMV <0.694 µg/L 0.694 5.08Benzyl alcohol 1 03/10/23 14:09 V30685JMV <0.475 µg/L 0.475 5.08Bis(2-Chloroethoxy)methane 1 03/10/23 14:09 V30685JMV <1.06 µg/L 1.06 5.08Bis(2-Chloroethyl)ether 1 03/10/23 14:09 V30685JMV <1.10 µg/L 1.10 5.08Bis(2-Chloroisopropyl)ether 1 03/10/23 14:09 V30685JMV <3.53 µg/L 3.53 10.2Bis(2-ethylhexyl)phthalate 1 03/10/23 14:09 V30685JMV <1.13 µg/L 1.13 5.084-Bromophenyl phenyl ether 1 03/10/23 14:09 V30685JMV <1.86 µg/L 1.86 5.08 Butyl benzyl phthalate 1 03/10/23 14:09 V30685JMV <1.20 µg/L 1.20 5.084-Chloro-3-methylphenol 1 03/10/23 14:09 V30685JMV <1.35 µg/L 1.35 5.084-Chloroaniline 1 03/10/23 14:09 V30685JMV <1.86 µg/L 1.86 20.32-Chloronaphthalene 1 03/10/23 14:09 V30685JMV <0.956 µg/L 0.956 10.22-Chlorophenol 1 03/10/23 14:09 V30685JMV <1.74 µg/L 1.74 5.084-Chlorophenyl phenyl ether 1 03/10/23 14:09 V30685JMV <0.411 µg/L 0.411 2.03Chrysene 1 03/10/23 14:09 V30685JMV <0.440 µg/L 0.440 2.03 Dibenz(a,h)anthracene 1 03/10/23 14:09 V30685JMV <0.869 µg/L 0.869 5.08Dibenzofuran 1 03/10/23 14:09 V30685JMV <2.03 µg/L 2.03 5.081,2-Dichlorobenzene 1 03/10/23 14:09 V30685JMV <2.03 µg/L 2.03 5.081,3-Dichlorobenzene 1 03/10/23 14:09 V30685JMV <2.08 µg/L 2.08 5.081,4-Dichlorobenzene 1 03/10/23 14:09 V30685JMV <1.92 µg/L 1.92 5.083,3'-Dichlorobenzidine 1 03/10/23 14:09 V30685JMV <1.49 µg/L 1.49 10.22,4-Dichlorophenol 1 03/10/23 14:09 V30685JMV Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 10 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <0.756 µg/L 0.756 5.08Diethyl phthalate 1 03/10/23 14:09 V30685JMV <0.954 µg/L 0.954 5.08Dimethyl phthalate 1 03/10/23 14:09 V30685JMV <1.59 µg/L 1.59 20.32,4-Dimethylphenol 1 03/10/23 14:09 V30685JMV <2.09 µg/L 2.09 5.08Di-n-butyl phthalate 1 03/10/23 14:09 V30685JMV <2.11 µg/L 2.11 10.24,6-Dinitro-2-methylphenol 1 03/10/23 14:09 V30685JMV <1.96 µg/L 1.96 10.22,4-Dinitrophenol 1 03/10/23 14:09 V30685JMV <1.13 µg/L 1.13 5.082,4-Dinitrotoluene 1 03/10/23 14:09 V30685JMV <0.821 µg/L 0.821 5.082,6-Dinitrotoluene 1 03/10/23 14:09 V30685JMV <1.68 µg/L 1.68 5.08 Di-n-Octyl Phthalate 1 03/10/23 14:09 V30685JMV <0.253 µg/L 0.253 2.03Fluoranthene 1 03/10/23 14:09 V30685JMV <0.819 µg/L 0.819 2.03Fluorene 1 03/10/23 14:09 V30685JMV <0.994 µg/L 0.994 5.08Hexachlorobenzene 1 03/10/23 14:09 V30685JMV <2.77 µg/L 2.77 5.08Hexachlorobutadiene 1 03/10/23 14:09 V30685JMV <2.08 µg/L 2.08 5.08Hexachlorocyclopentadiene 1 03/10/23 14:09 V30685JMV <1.79 µg/L 1.79 5.08Hexachloroethane 1 03/10/23 14:09 V30685JMV <0.484 µg/L 0.484 2.03 Indeno(1,2,3-cd)pyrene 1 03/10/23 14:09 V30685JMV <0.451 µg/L 0.451 5.08Isophorone 1 03/10/23 14:09 V30685JMV <1.16 µg/L 1.16 2.031-Methylnaphthalene 1 03/10/23 14:09 V30685JMV <0.675 µg/L 0.675 2.032-Methylnaphthalene 1 03/10/23 14:09 V30685JMV <1.17 µg/L 1.17 5.082-Methylphenol 1 03/10/23 14:09 V30685JMV <0.897 µg/L 0.897 10.23&4 Methylphenol 1 03/10/23 14:09 V30685JMV <0.738 µg/L 0.738 2.03Naphthalene 1 03/10/23 14:09 V30685JMV Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 11 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <1.41 µg/L 1.41 5.082-Nitroaniline 1 03/10/23 14:09 V30685JMV <1.41 µg/L 1.41 5.083-Nitroaniline 1 03/10/23 14:09 V30685JMV <1.55 µg/L 1.55 5.084-Nitroaniline 1 03/10/23 14:09 V30685JMV <0.919 µg/L 0.919 5.08Nitrobenzene 1 03/10/23 14:09 V30685JMV <0.500 µg/L 0.500 5.082-Nitrophenol 1 03/10/23 14:09 V30685JMV <1.25 µg/L 1.25 10.24-Nitrophenol 1 03/10/23 14:09 V30685JMV <0.457 µg/L 0.457 5.08N-Nitrosodimethylamine 1 03/10/23 14:09 V30685JMV <1.12 µg/L 1.12 5.08N-Nitrosodiphenylamine 1 03/10/23 14:09 V30685JMV <0.651 µg/L 0.651 5.08 N-Nitroso-di-n-propylamine 1 03/10/23 14:09 V30685JMV <1.45 µg/L 1.45 5.08Pentachlorophenol 1 03/10/23 14:09 V30685JMV <0.434 µg/L 0.434 2.03Phenanthrene 1 03/10/23 14:09 V30685JMV <0.661 µg/L 0.661 5.08Phenol 1 03/10/23 14:09 V30685JMV <0.440 µg/L 0.440 2.03Pyrene 1 03/10/23 14:09 V30685JMV <1.22 µg/L 1.22 5.08Pyridine 1 03/10/23 14:09 V30685JMV <2.25 µg/L 2.25 5.081,2,4-Trichlorobenzene 1 03/10/23 14:09 V30685JMV <1.33 µg/L 1.33 5.08 2,4,5-Trichlorophenol 1 03/10/23 14:09 V30685JMV <1.34 µg/L 1.34 5.082,4,6-Trichlorophenol 1 03/10/23 14:09 V30685JMV 8270ESurrogate: Phenol-d5 30.2 Limits: 11-100%03/10/23 14:091 JMV Surrogate: 2-Fluorobiphenyl 78.3 Limits: 44-119%03/10/23 14:091 JMV V30685 Surrogate: 2-Fluorophenol 45.6 Limits: 19-119%03/10/23 14:091 JMV V30685 Surrogate: Nitrobenzene-d5 71.1 Limits: 44-120%03/10/23 14:091 JMV V30685 Surrogate: 4-Terphenyl-d14 94.7 Limits: 50-134%03/10/23 14:091 JMV V30685 Surrogate: 2,4,6-Tribromophenol 79.1 Limits: 43-140%03/10/23 14:091 JMV V30685 Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 12 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Downstream 90347 Matrix: 3/7/2023 8:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF MAEPH (Prep) MADEP-EPH Prep Batch(es):V30737 03/13/23 12:13 43.9 J µg/L 30.0 372Aliphatic C9-C18 1 03/14/23 20:58 V30756AMP <132 µg/L 132 532Aliphatic C19-C36 1 03/14/23 20:58 V30756AMP <65.1 µg/L 65.1 266Aromatic C11-C22 1 03/14/23 20:58 V30756AMP MADEP-EPHSurrogate: 2-Bromonaphthalene 126 Limits: 40-140%03/14/23 20:581 AMP MADEP-EPHSurrogate: Chlorooctadecane 86.3 Limits: 40-140%03/14/23 20:581 AMP MADEP-EPHSurrogate: OTP Surrogate 98.2 Limits: 40-140%03/14/23 20:581 AMP Surrogate: 2-Fluorobiphenyl 129 Limits: 40-140%03/14/23 20:581 AMP V30756 Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF MAVPH (Prep) MADEP-VPH Prep Batch(es):V30591 03/08/23 08:00 <11.5 µg/L 11.5 50.0 Aliphatic C5-C8 1 03/08/23 11:35 V30592TBL <25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 03/08/23 11:35 V30592TBL <4.02 µg/L 4.02 50.0Aromatic C9-C10 1 03/08/23 11:35 V30592TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)119 Limits: 70-130%03/08/23 11:351 TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)116 Limits: 70-130%03/08/23 11:351 TBL Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 13 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <1.80 µg/L 1.80 5.00Acetone 1 03/08/23 14:38 V30617MSA <2.00 µg/L 2.00 5.00Acrolein 1 03/08/23 14:38 V30617MSA <0.230 µg/L 0.230 5.00Acrylonitrile 1 03/08/23 14:38 V30617MSA <0.180 µg/L 0.180 0.500Benzene 1 03/08/23 14:38 V30617MSA <0.210 µg/L 0.210 0.500Bromobenzene 1 03/08/23 14:38 V30617MSA <0.420 µg/L 0.420 1.00Bromochloromethane 1 03/08/23 14:38 V30617MSA <0.160 µg/L 0.160 0.500Bromodichloromethane 1 03/08/23 14:38 V30617MSA <1.50 µg/L 1.50 5.00Bromoform 1 03/08/23 14:38 V30617MSA <0.280 µg/L 0.280 1.00 Bromomethane 1 03/08/23 14:38 V30617MSA <0.185 µg/L 0.185 1.00n-Butylbenzene 1 03/08/23 14:38 V30617MSA <0.200 µg/L 0.200 0.500sec-Butyl benzene 1 03/08/23 14:38 V30617MSA <0.920 µg/L 0.920 2.00tert-Butyl benzene 1 03/08/23 14:38 V30617MSA <0.150 µg/L 0.150 5.00Carbon Disulfide 1 03/08/23 14:38 V30617MSA <0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 03/08/23 14:38 V30617MSA <0.190 µg/L 0.190 0.500Chlorobenzene 1 03/08/23 14:38 V30617MSA <0.190 µg/L 0.190 0.500 Chlorodibromomethane 1 03/08/23 14:38 V30617MSA <0.430 µg/L 0.430 1.00Chloroethane 1 03/08/23 14:38 V30617MSA <0.220 µg/L 0.220 0.500Chloroform 1 03/08/23 14:38 V30617MSA <0.220 µg/L 0.220 0.500Chloromethane 1 03/08/23 14:38 V30617MSA <0.200 µg/L 0.200 0.5002-Chlorotoluene 1 03/08/23 14:38 V30617MSA <0.200 µg/L 0.200 0.5004-Chlorotoluene 1 03/08/23 14:38 V30617MSA <0.960 µg/L 0.960 5.00Di-Isopropyl Ether (DIPE)1 03/08/23 14:38 V30617MSA Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 14 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 03/08/23 14:38 V30617MSA <0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 03/08/23 14:38 V30617MSA <0.230 µg/L 0.230 0.500Dibromomethane 1 03/08/23 14:38 V30617MSA <0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 03/08/23 14:38 V30617MSA <0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 03/08/23 14:38 V30617MSA <0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 03/08/23 14:38 V30617MSA <1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 03/08/23 14:38 V30617MSA <0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 03/08/23 14:38 V30617MSA <0.150 µg/L 0.150 0.500 1,2-Dichloroethane 1 03/08/23 14:38 V30617MSA <0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 03/08/23 14:38 V30617MSA <0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 03/08/23 14:38 V30617MSA <0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 03/08/23 14:38 V30617MSA <0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 03/08/23 14:38 V30617MSA <0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 03/08/23 14:38 V30617MSA <0.210 µg/L 0.210 2.002,2-Dichloropropane 1 03/08/23 14:38 V30617MSA <0.200 µg/L 0.200 0.500 1,1-Dichloropropene 1 03/08/23 14:38 V30617MSA <0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 03/08/23 14:38 V30617MSA <0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 03/08/23 14:38 V30617MSA <42.0 µg/L 42.0 200Ethanol 1 03/08/23 14:38 V30617MSA <0.170 µg/L 0.170 0.500Ethylbenzene 1 03/08/23 14:38 V30617MSA <1.80 µg/L 1.80 10.0Ethyl Tertiary Butyl Ether (ETBE)1 03/08/23 14:38 V30617MSA <0.350 µg/L 0.350 2.00Hexachlorobutadiene 1 03/08/23 14:38 V30617MSA Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 15 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <1.30 µg/L 1.30 10.0n-Hexane 1 03/08/23 14:38 V30617MSA <0.380 µg/L 0.380 5.002-Hexanone 1 03/08/23 14:38 V30617MSA <0.180 µg/L 0.180 5.00Isopropylbenzene 1 03/08/23 14:38 V30617MSA <0.089 µg/L 0.089 0.5004-Isopropyl toluene 1 03/08/23 14:38 V30617MSA <0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 03/08/23 14:38 V30617MSA <0.140 µg/L 0.140 0.500Methyl tert-butyl ether (MTBE)1 03/08/23 14:38 V30617MSA <1.00 µg/L 1.00 5.004-Methyl-2-Pentanone 1 03/08/23 14:38 V30617MSA <0.330 µg/L 0.330 1.00Methylene Chloride 1 03/08/23 14:38 V30617MSA <0.470 µg/L 0.470 1.00 Naphthalene 1 03/08/23 14:38 V30617MSA <0.190 µg/L 0.190 0.500n-Propylbenzene 1 03/08/23 14:38 V30617MSA <0.220 µg/L 0.220 0.500Styrene 1 03/08/23 14:38 V30617MSA <0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 03/08/23 14:38 V30617MSA <0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 03/08/23 14:38 V30617MSA <0.220 µg/L 0.220 0.500Tetrachloroethene 1 03/08/23 14:38 V30617MSA <0.220 µg/L 0.220 0.500Toluene 1 03/08/23 14:38 V30617MSA <0.380 µg/L 0.380 2.00 1,2,3-Trichlorobenzene 1 03/08/23 14:38 V30617MSA <0.310 µg/L 0.310 1.001,2,4-Trichlorobenzene 1 03/08/23 14:38 V30617MSA <0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 03/08/23 14:38 V30617MSA <0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 03/08/23 14:38 V30617MSA <0.180 µg/L 0.180 0.500Trichloroethene 1 03/08/23 14:38 V30617MSA <0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 03/08/23 14:38 V30617MSA <0.270 µg/L 0.270 1.001,2,3-Trichloropropane 1 03/08/23 14:38 V30617MSA Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 16 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 5030B 8260D Prep Batch(es):V30616 03/08/23 09:00 <0.180 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 03/08/23 14:38 V30617MSA <1.00 µg/L 1.00 2.00Vinyl Acetate 1 03/08/23 14:38 V30617MSA <0.170 µg/L 0.170 0.500Vinyl Chloride 1 03/08/23 14:38 V30617MSA <0.210 µg/L 0.210 0.500o-Xylene 1 03/08/23 14:38 V30617MSA <0.420 µg/L 0.420 1.00m,p-Xylene 1 03/08/23 14:38 V30617MSA <0.21 µg/L 0.210 0.500Xylene (Total)1 03/08/23 14:38 V30617 Surrogate: 4-Bromofluorobenzene 99.4 Limits: 80-124%03/08/23 14:381 MSA V30617 Surrogate: Dibromofluoromethane 98.6 Limits: 75-129%03/08/23 14:381 MSA V30617 Surrogate: 1,2-Dichloroethane - d4 91.2 Limits: 63-136%03/08/23 14:381 MSA V30617 Surrogate: Toluene-d8 97.4 Limits: 77-123%03/08/23 14:381 MSA V30617 Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <0.302 µg/L 0.302 2.00Acenaphthene 1 03/10/23 14:31 V30685JMV <0.297 µg/L 0.297 2.00Acenaphthylene 1 03/10/23 14:31 V30685JMV <2.05 µg/L 2.05 5.00Aniline 1 03/10/23 14:31 V30685JMV <0.836 µg/L 0.836 2.00Anthracene 1 03/10/23 14:31 V30685JMV <0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 03/10/23 14:31 V30685JMV <1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 03/10/23 14:31 V30685JMV <2.49 µg/L 2.49 5.00 Benzo(b)fluoranthene 1 03/10/23 14:31 V30685JMV <1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 03/10/23 14:31 V30685JMV Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 17 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 03/10/23 14:31 V30685JMV <1.10 µg/L 1.10 10.0Benzoic Acid 1 03/10/23 14:31 V30685JMV <0.684 µg/L 0.684 5.00Benzyl alcohol 1 03/10/23 14:31 V30685JMV <0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 03/10/23 14:31 V30685JMV <1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 03/10/23 14:31 V30685JMV <1.08 µg/L 1.08 5.00Bis(2-Chloroisopropyl)ether 1 03/10/23 14:31 V30685JMV <3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 03/10/23 14:31 V30685JMV <1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 03/10/23 14:31 V30685JMV <1.83 µg/L 1.83 5.00 Butyl benzyl phthalate 1 03/10/23 14:31 V30685JMV <1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 03/10/23 14:31 V30685JMV <1.33 µg/L 1.33 5.004-Chloroaniline 1 03/10/23 14:31 V30685JMV <1.83 µg/L 1.83 20.02-Chloronaphthalene 1 03/10/23 14:31 V30685JMV <0.938 µg/L 0.938 10.02-Chlorophenol 1 03/10/23 14:31 V30685JMV <1.71 µg/L 1.71 5.004-Chlorophenyl phenyl ether 1 03/10/23 14:31 V30685JMV <0.405 µg/L 0.405 2.00Chrysene 1 03/10/23 14:31 V30685JMV <0.434 µg/L 0.434 2.00 Dibenz(a,h)anthracene 1 03/10/23 14:31 V30685JMV <0.856 µg/L 0.856 5.00Dibenzofuran 1 03/10/23 14:31 V30685JMV <2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 03/10/23 14:31 V30685JMV <2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 03/10/23 14:31 V30685JMV <2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 03/10/23 14:31 V30685JMV <1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 03/10/23 14:31 V30685JMV <1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 03/10/23 14:31 V30685JMV Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 18 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <0.745 µg/L 0.745 5.00Diethyl phthalate 1 03/10/23 14:31 V30685JMV <0.939 µg/L 0.939 5.00Dimethyl phthalate 1 03/10/23 14:31 V30685JMV <1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 03/10/23 14:31 V30685JMV <2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 03/10/23 14:31 V30685JMV <2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 03/10/23 14:31 V30685JMV <1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 03/10/23 14:31 V30685JMV <1.11 µg/L 1.11 5.002,4-Dinitrotoluene 1 03/10/23 14:31 V30685JMV <0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 03/10/23 14:31 V30685JMV <1.65 µg/L 1.65 5.00 Di-n-Octyl Phthalate 1 03/10/23 14:31 V30685JMV <0.250 µg/L 0.250 2.00Fluoranthene 1 03/10/23 14:31 V30685JMV <0.807 µg/L 0.807 2.00Fluorene 1 03/10/23 14:31 V30685JMV <0.979 µg/L 0.979 5.00Hexachlorobenzene 1 03/10/23 14:31 V30685JMV <2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 03/10/23 14:31 V30685JMV <2.05 µg/L 2.05 5.00Hexachlorocyclopentadiene 1 03/10/23 14:31 V30685JMV <1.76 µg/L 1.76 5.00Hexachloroethane 1 03/10/23 14:31 V30685JMV <0.477 µg/L 0.477 2.00 Indeno(1,2,3-cd)pyrene 1 03/10/23 14:31 V30685JMV <0.444 µg/L 0.444 5.00Isophorone 1 03/10/23 14:31 V30685JMV <1.14 µg/L 1.14 2.001-Methylnaphthalene 1 03/10/23 14:31 V30685JMV <0.666 µg/L 0.666 2.002-Methylnaphthalene 1 03/10/23 14:31 V30685JMV <1.15 µg/L 1.15 5.002-Methylphenol 1 03/10/23 14:31 V30685JMV <0.880 µg/L 0.880 10.03&4 Methylphenol 1 03/10/23 14:31 V30685JMV <0.728 µg/L 0.728 2.00Naphthalene 1 03/10/23 14:31 V30685JMV Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 19 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF 3510C 8270E Prep Batch(es):V30620 03/09/23 09:07 <1.39 µg/L 1.39 5.002-Nitroaniline 1 03/10/23 14:31 V30685JMV <1.39 µg/L 1.39 5.003-Nitroaniline 1 03/10/23 14:31 V30685JMV <1.53 µg/L 1.53 5.004-Nitroaniline 1 03/10/23 14:31 V30685JMV <0.905 µg/L 0.905 5.00Nitrobenzene 1 03/10/23 14:31 V30685JMV <0.493 µg/L 0.493 5.002-Nitrophenol 1 03/10/23 14:31 V30685JMV <1.23 µg/L 1.23 10.04-Nitrophenol 1 03/10/23 14:31 V30685JMV <0.450 µg/L 0.450 5.00N-Nitrosodimethylamine 1 03/10/23 14:31 V30685JMV <1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 03/10/23 14:31 V30685JMV <0.641 µg/L 0.641 5.00 N-Nitroso-di-n-propylamine 1 03/10/23 14:31 V30685JMV <1.43 µg/L 1.43 5.00Pentachlorophenol 1 03/10/23 14:31 V30685JMV <0.428 µg/L 0.428 2.00Phenanthrene 1 03/10/23 14:31 V30685JMV <0.651 µg/L 0.651 5.00Phenol 1 03/10/23 14:31 V30685JMV <0.434 µg/L 0.434 2.00Pyrene 1 03/10/23 14:31 V30685JMV <1.20 µg/L 1.20 5.00Pyridine 1 03/10/23 14:31 V30685JMV <2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 03/10/23 14:31 V30685JMV <1.31 µg/L 1.31 5.00 2,4,5-Trichlorophenol 1 03/10/23 14:31 V30685JMV <1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 03/10/23 14:31 V30685JMV 8270ESurrogate: Phenol-d5 25.0 Limits: 11-100%03/10/23 14:311 JMV Surrogate: 2-Fluorobiphenyl 76.8 Limits: 44-119%03/10/23 14:311 JMV V30685 Surrogate: 2-Fluorophenol 35.5 Limits: 19-119%03/10/23 14:311 JMV V30685 Surrogate: Nitrobenzene-d5 64.0 Limits: 44-120%03/10/23 14:311 JMV V30685 Surrogate: 4-Terphenyl-d14 95.0 Limits: 50-134%03/10/23 14:311 JMV V30685 Surrogate: 2,4,6-Tribromophenol 78.6 Limits: 43-140%03/10/23 14:311 JMV V30685 Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 20 of 37 , REPORT OF ANALYSISReport Number : Project Information : NC 28203 23-066-0030 01102 Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100 Shannon Cottrill Charlotte Received : 03/07/2023 CDA-044 Report Date : 03/15/2023 Sample ID : Lab No : Sampled:SW-Upstream 90348 Matrix: 3/7/2023 11:00 Aqueous Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF MAEPH (Prep) MADEP-EPH Prep Batch(es):V30737 03/13/23 12:13 <28.6 µg/L 28.6 355Aliphatic C9-C18 1 03/14/23 21:35 V30756AMP <126 µg/L 126 508Aliphatic C19-C36 1 03/14/23 21:35 V30756AMP <62.2 µg/L 62.2 254Aromatic C11-C22 1 03/14/23 21:35 V30756AMP MADEP-EPHSurrogate: 2-Bromonaphthalene 117 Limits: 40-140%03/14/23 21:351 AMP MADEP-EPHSurrogate: Chlorooctadecane 76.0 Limits: 40-140%03/14/23 21:351 AMP MADEP-EPHSurrogate: OTP Surrogate 90.1 Limits: 40-140%03/14/23 21:351 AMP Surrogate: 2-Fluorobiphenyl 117 Limits: 40-140%03/14/23 21:351 AMP V30756 Analytical Method: Prep Method: Test Results Units MDL MQL By Analytical Batch Date / Time Analyzed DF MAVPH (Prep) MADEP-VPH Prep Batch(es):V30591 03/08/23 08:00 <11.5 µg/L 11.5 50.0 Aliphatic C5-C8 1 03/08/23 11:58 V30592TBL <25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 03/08/23 11:58 V30592TBL <4.02 µg/L 4.02 50.0Aromatic C9-C10 1 03/08/23 11:58 V30592TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)114 Limits: 70-130%03/08/23 11:581 TBL MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)116 Limits: 70-130%03/08/23 11:581 TBL Qualifiers/ Definitions Estimated valueJDilution FactorDF Method Quantitation LimitMQL Page 21 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V30617QC Analytical Batch(es): Analysis Method: Analysis Description: 5030B QC Prep:V30616 Associated Lab Samples: 90347, 90348 LRB-V30616 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/08/23 12:385.001.80<1.80µg/LAcetone 03/08/23 12:385.002.00<2.00µg/LAcrolein 03/08/23 12:385.000.230<0.230µg/LAcrylonitrile 03/08/23 12:380.5000.180<0.180µg/LBenzene 03/08/23 12:380.5000.210<0.210µg/LBromobenzene 03/08/23 12:381.000.420<0.420µg/LBromochloromethane 03/08/23 12:380.5000.160<0.160µg/LBromodichloromethane 03/08/23 12:385.001.50<1.50µg/LBromoform 03/08/23 12:381.000.280<0.280µg/LBromomethane 03/08/23 12:381.000.185<0.185µg/Ln-Butylbenzene 03/08/23 12:380.5000.200<0.200µg/Lsec-Butyl benzene 03/08/23 12:382.000.920<0.920µg/Ltert-Butyl benzene 03/08/23 12:385.000.150<0.150µg/LCarbon Disulfide 03/08/23 12:380.5000.180<0.180µg/LCarbon Tetrachloride 03/08/23 12:380.5000.190<0.190µg/LChlorobenzene 03/08/23 12:380.5000.190<0.190µg/LChlorodibromomethane 03/08/23 12:381.000.430<0.430µg/LChloroethane 03/08/23 12:380.5000.220<0.220µg/LChloroform 03/08/23 12:380.5000.220<0.220µg/LChloromethane 03/08/23 12:380.5000.200<0.200µg/L2-Chlorotoluene 03/08/23 12:380.5000.200<0.200µg/L4-Chlorotoluene 03/08/23 12:385.000.960<0.960µg/LDi-Isopropyl Ether (DIPE) 03/08/23 12:382.001.10<1.10µg/L1,2-Dibromo-3-Chloropropane 03/08/23 12:380.5000.200<0.200µg/L1,2-Dibromoethane 03/08/23 12:380.5000.230<0.230µg/LDibromomethane 03/08/23 12:380.5000.220<0.220µg/L1,2-Dichlorobenzene 03/08/23 12:380.5000.190<0.190µg/L1,3-Dichlorobenzene Page 1 of 14Date:03/15/2023 03:22 PM Page 22 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V30617QC Analytical Batch(es): Analysis Method: Analysis Description: 5030B QC Prep:V30616 Associated Lab Samples: 90347, 90348 LRB-V30616 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/08/23 12:380.5000.210<0.210µg/L1,4-Dichlorobenzene 03/08/23 12:385.001.20<1.20µg/LDichlorodifluoromethane 03/08/23 12:380.5000.240<0.240µg/L1,1-Dichloroethane 03/08/23 12:380.5000.150<0.150µg/L1,2-Dichloroethane 03/08/23 12:380.5000.150<0.150µg/L1,1-Dichloroethene 03/08/23 12:380.5000.200<0.200µg/Lcis-1,2-Dichloroethene 03/08/23 12:380.5000.180<0.180µg/Ltrans-1,2-Dichloroethene 03/08/23 12:380.5000.190<0.190µg/L1,2-Dichloropropane 03/08/23 12:380.5000.130<0.130µg/L1,3-Dichloropropane 03/08/23 12:382.000.210<0.210µg/L2,2-Dichloropropane 03/08/23 12:380.5000.200<0.200µg/L1,1-Dichloropropene 03/08/23 12:380.5000.210<0.210µg/Lcis-1,3-Dichloropropene 03/08/23 12:380.5000.150<0.150µg/Ltrans-1,3-Dichloropropene 03/08/23 12:3820042.0<42.0µg/LEthanol 03/08/23 12:380.5000.170<0.170µg/LEthylbenzene 03/08/23 12:3810.01.80<1.80µg/LEthyl Tertiary Butyl Ether (ETBE) 03/08/23 12:382.000.350<0.350µg/LHexachlorobutadiene 03/08/23 12:3810.01.30<1.30µg/Ln-Hexane 03/08/23 12:385.000.380<0.380µg/L2-Hexanone 03/08/23 12:385.000.180<0.180µg/LIsopropylbenzene 03/08/23 12:380.5000.089<0.089µg/L4-Isopropyl toluene 03/08/23 12:385.000.710<0.710µg/LMethyl Ethyl Ketone (MEK) 03/08/23 12:380.5000.140<0.140µg/LMethyl tert-butyl ether (MTBE) 03/08/23 12:385.001.00<1.00µg/L4-Methyl-2-Pentanone 03/08/23 12:381.000.330<0.330µg/LMethylene Chloride 03/08/23 12:381.000.470<0.470µg/LNaphthalene 03/08/23 12:380.5000.190<0.190µg/Ln-Propylbenzene Page 2 of 14Date:03/15/2023 03:22 PM Page 23 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V30617QC Analytical Batch(es): Analysis Method: Analysis Description: 5030B QC Prep:V30616 Associated Lab Samples: 90347, 90348 LRB-V30616 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/08/23 12:380.5000.220<0.220µg/LStyrene 03/08/23 12:380.5000.160<0.160µg/L1,1,1,2-Tetrachloroethane 03/08/23 12:380.5000.160<0.160µg/L1,1,2,2-Tetrachloroethane 03/08/23 12:380.5000.220<0.220µg/LTetrachloroethene 03/08/23 12:380.5000.220<0.220µg/LToluene 03/08/23 12:382.000.380<0.380µg/L1,2,3-Trichlorobenzene 03/08/23 12:381.000.310<0.310µg/L1,2,4-Trichlorobenzene 03/08/23 12:380.5000.160<0.160µg/L1,1,1-Trichloroethane 03/08/23 12:380.5000.096<0.096µg/L1,1,2-Trichloroethane 03/08/23 12:380.5000.180<0.180µg/LTrichloroethene 03/08/23 12:380.5000.180<0.180µg/LTrichlorofluoromethane 03/08/23 12:381.000.270<0.270µg/L1,2,3-Trichloropropane 03/08/23 12:380.5000.180<0.180µg/L1,3,5-Trimethylbenzene 03/08/23 12:382.001.00<1.00µg/LVinyl Acetate 03/08/23 12:380.5000.170<0.170µg/LVinyl Chloride 03/08/23 12:380.5000.210<0.210µg/Lo-Xylene 03/08/23 12:381.000.420<0.420µg/Lm,p-Xylene 03/08/23 12:384-Bromofluorobenzene (S)99.2 80-124 03/08/23 12:38Dibromofluoromethane (S)101 75-129 03/08/23 12:381,2-Dichloroethane - d4 (S)93.8 63-136 03/08/23 12:38Toluene-d8 (S)96.4 77-123 LCS-V30616 LCSD-V30616Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 24.8 62.062.725.140.0µg/LAcetone 40-166 1.2 20 Page 3 of 14Date:03/15/2023 03:22 PM Page 24 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V30617QC Analytical Batch(es): Analysis Method: Analysis Description: 5030B QC Prep:V30616 LCS-V30616 LCSD-V30616Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 38.9 97.210341.240.0µg/LAcrolein 70-130 5.7 20 41.4 10410843.140.0µg/LAcrylonitrile 81-127 4.0 20 21.0 10510821.520.0µg/LBenzene 77-128 2.3 20 20.2 10110420.720.0µg/LBromobenzene 78-129 2.4 20 20.9 10510721.320.0µg/LBromochloromethane 78-135 1.8 20 20.1 10110220.320.0µg/LBromodichloromethane 76-138 0.9 20 19.8 99.010120.220.0µg/LBromoform 71-135 2.0 20 22.9 11511823.520.0µg/LBromomethane 41-168 2.5 20 20.8 10410921.820.0µg/Ln-Butylbenzene 68-134 4.6 20 20.0 10010420.820.0µg/Lsec-Butyl benzene 71-131 3.9 20 19.5 97.599.519.920.0µg/Ltert-Butyl benzene 70-132 2.0 20 20.3 10211022.020.0µg/LCarbon Disulfide 59-135 8.0 20 21.1 10610821.620.0µg/LCarbon Tetrachloride 72-142 2.3 20 20.7 10410420.820.0µg/LChlorobenzene 78-119 0.4 20 19.7 98.598.519.720.0µg/LChlorodibromomethane 75-134 0.0 20 22.1 11110621.120.0µg/LChloroethane 57-142 4.6 20 20.5 10310521.020.0µg/LChloroform 77-130 2.4 20 18.0 90.095.019.020.0µg/LChloromethane 47-145 5.4 20 19.3 96.510120.120.0µg/L2-Chlorotoluene 74-126 4.0 20 19.7 98.510220.320.0µg/L4-Chlorotoluene 78-129 3.0 20 20.0 10010220.420.0µg/LDi-Isopropyl Ether (DIPE)60-154 1.9 20 21.0 10510220.420.0µg/L1,2-Dibromo-3-Chloropropane 63-134 2.8 20 20.3 10210220.420.0µg/L1,2-Dibromoethane 77-135 0.4 20 20.6 10310320.520.0µg/LDibromomethane 76-138 0.4 20 19.7 98.510320.620.0µg/L1,2-Dichlorobenzene 78-128 4.4 20 20.1 10110320.620.0µg/L1,3-Dichlorobenzene 77-125 2.4 20 Page 4 of 14Date:03/15/2023 03:22 PM Page 25 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V30617QC Analytical Batch(es): Analysis Method: Analysis Description: 5030B QC Prep:V30616 LCS-V30616 LCSD-V30616Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 19.4 97.010120.120.0µg/L1,4-Dichlorobenzene 75-126 3.5 20 18.4 92.092.518.520.0µg/LDichlorodifluoromethane 28-163 0.5 20 20.5 10310520.920.0µg/L1,1-Dichloroethane 70-130 1.9 20 19.4 97.098.019.620.0µg/L1,2-Dichloroethane 68-131 1.0 20 21.0 10511422.720.0µg/L1,1-Dichloroethene 70-154 7.7 20 20.3 10210420.820.0µg/Lcis-1,2-Dichloroethene 76-141 2.4 20 20.1 10110521.020.0µg/Ltrans-1,2-Dichloroethene 76-135 4.3 20 20.7 10410520.920.0µg/L1,2-Dichloropropane 77-130 0.9 20 20.5 10310220.320.0µg/L1,3-Dichloropropane 76-132 0.9 20 23.1 11611923.720.0µg/L2,2-Dichloropropane 29-149 2.5 20 22.4 11211422.720.0µg/L1,1-Dichloropropene 71-136 1.3 20 21.4 10710921.720.0µg/Lcis-1,3-Dichloropropene 65-140 1.3 20 21.4 10711021.920.0µg/Ltrans-1,3-Dichloropropene 67-140 2.3 20 599 120125626500µg/LEthanol 70-130 4.4 20 19.9 99.510220.320.0µg/LEthylbenzene 80-127 1.9 20 44.3 11111445.640.0µg/LEthyl Tertiary Butyl Ether (ETBE)70-130 2.8 20 20.5 10310721.320.0µg/LHexachlorobutadiene 61-134 3.8 20 22.0 11012124.220.0µg/Ln-Hexane 70-130 9.5 20 17.0 85.084.016.820.0µg/L2-Hexanone 64-137 1.1 20 20.2 10110621.120.0µg/LIsopropylbenzene 70-130 4.3 20 20.9 10510921.820.0µg/L4-Isopropyl toluene 69-132 4.2 20 15.2 76.077.515.520.0µg/LMethyl Ethyl Ketone (MEK)71-134 1.9 20 20.1 10110420.720.0µg/LMethyl tert-butyl ether (MTBE)68-135 2.9 20 19.8 99.097.519.520.0µg/L4-Methyl-2-Pentanone 69-134 1.5 20 19.2 96.098.019.620.0µg/LMethylene Chloride 73-131 2.0 20 21.6 10811322.520.0µg/LNaphthalene 64-136 4.0 20 Page 5 of 14Date:03/15/2023 03:22 PM Page 26 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Volatile Organic Compounds - GC/MS 8260D V30617QC Analytical Batch(es): Analysis Method: Analysis Description: 5030B QC Prep:V30616 LCS-V30616 LCSD-V30616Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 19.8 99.010420.820.0µg/Ln-Propylbenzene 72-132 4.9 20 20.8 10410621.120.0µg/LStyrene 78-129 1.4 20 19.9 99.510020.020.0µg/L1,1,1,2-Tetrachloroethane 79-134 0.5 20 20.6 10310821.520.0µg/L1,1,2,2-Tetrachloroethane 62-127 4.2 20 20.7 10410520.920.0µg/LTetrachloroethene 80-129 0.9 20 20.7 10410621.120.0µg/LToluene 76-131 1.9 20 22.5 11311623.220.0µg/L1,2,3-Trichlorobenzene 58-144 3.0 20 21.2 10610821.620.0µg/L1,2,4-Trichlorobenzene 66-139 1.8 20 20.3 10210420.820.0µg/L1,1,1-Trichloroethane 75-135 2.4 20 20.9 10510621.220.0µg/L1,1,2-Trichloroethane 70-140 1.4 20 19.6 98.099.519.920.0µg/LTrichloroethene 77-133 1.5 20 22.3 11211422.720.0µg/LTrichlorofluoromethane 62-148 1.7 20 20.1 10110220.320.0µg/L1,2,3-Trichloropropane 71-127 0.9 20 20.2 10110520.920.0µg/L1,3,5-Trimethylbenzene 75-131 3.4 20 25.0 12513126.220.0µg/LVinyl Acetate 34-167 4.6 20 20.8 10410621.120.0µg/LVinyl Chloride 57-141 1.4 20 20.1 10110220.320.0µg/Lo-Xylene 78-128 0.9 20 42.3 10610642.340.0µg/Lm,p-Xylene 77-133 0.0 20 99.01014-Bromofluorobenzene (S)80-124 98.8100Dibromofluoromethane (S)75-129 97.899.41,2-Dichloroethane - d4 (S)63-136 10298.2Toluene-d8 (S)77-123 Page 6 of 14Date:03/15/2023 03:22 PM Page 27 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V30685QC Analytical Batch(es): Analysis Method: Analysis Description: 3510C QC Prep:V30620 Associated Lab Samples: 90347, 90348 LRB-V30620 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/10/23 10:242.000.302<0.302µg/LAcenaphthene 03/10/23 10:242.000.297<0.297µg/LAcenaphthylene 03/10/23 10:245.002.05<2.05µg/LAniline 03/10/23 10:242.000.836<0.836µg/LAnthracene 03/10/23 10:242.000.637<0.637µg/LBenzo(a)anthracene 03/10/23 10:242.001.02<1.02µg/LBenzo(a)pyrene 03/10/23 10:245.002.49<2.49µg/LBenzo(b)fluoranthene 03/10/23 10:245.001.01<1.01µg/LBenzo(g,h,i)perylene 03/10/23 10:245.001.99<1.99µg/LBenzo(k)fluoranthene 03/10/23 10:2410.01.10<1.10µg/LBenzoic Acid 03/10/23 10:245.000.684<0.684µg/LBenzyl alcohol 03/10/23 10:245.000.468<0.468µg/LBis(2-Chloroethoxy)methane 03/10/23 10:245.001.04<1.04µg/LBis(2-Chloroethyl)ether 03/10/23 10:245.001.08<1.08µg/LBis(2-Chloroisopropyl)ether 03/10/23 10:2410.03.46<3.46µg/LBis(2-ethylhexyl)phthalate 03/10/23 10:245.001.11<1.11µg/L4-Bromophenyl phenyl ether 03/10/23 10:245.001.83<1.83µg/LButyl benzyl phthalate 03/10/23 10:245.001.18<1.18µg/L4-Chloro-3-methylphenol 03/10/23 10:245.001.33<1.33µg/L4-Chloroaniline 03/10/23 10:2420.01.83<1.83µg/L2-Chloronaphthalene 03/10/23 10:2410.00.938<0.938µg/L2-Chlorophenol 03/10/23 10:245.001.71<1.71µg/L4-Chlorophenyl phenyl ether 03/10/23 10:242.000.405<0.405µg/LChrysene 03/10/23 10:242.000.434<0.434µg/LDibenz(a,h)anthracene 03/10/23 10:245.000.856<0.856µg/LDibenzofuran 03/10/23 10:245.002.00<2.00µg/L1,2-Dichlorobenzene 03/10/23 10:245.002.00<2.00µg/L1,3-Dichlorobenzene Page 7 of 14Date:03/15/2023 03:22 PM Page 28 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V30685QC Analytical Batch(es): Analysis Method: Analysis Description: 3510C QC Prep:V30620 Associated Lab Samples: 90347, 90348 LRB-V30620 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/10/23 10:245.002.05<2.05µg/L1,4-Dichlorobenzene 03/10/23 10:245.001.89<1.89µg/L3,3'-Dichlorobenzidine 03/10/23 10:2410.01.46<1.46µg/L2,4-Dichlorophenol 03/10/23 10:245.000.745<0.745µg/LDiethyl phthalate 03/10/23 10:245.000.939<0.939µg/LDimethyl phthalate 03/10/23 10:2420.01.57<1.57µg/L2,4-Dimethylphenol 03/10/23 10:245.002.06<2.06µg/LDi-n-butyl phthalate 03/10/23 10:2410.02.07<2.07µg/L4,6-Dinitro-2-methylphenol 03/10/23 10:2410.01.92<1.92µg/L2,4-Dinitrophenol 03/10/23 10:245.001.11<1.11µg/L2,4-Dinitrotoluene 03/10/23 10:245.000.809<0.809µg/L2,6-Dinitrotoluene 03/10/23 10:245.001.65<1.65µg/LDi-n-Octyl Phthalate 03/10/23 10:242.000.250<0.250µg/LFluoranthene 03/10/23 10:242.000.807<0.807µg/LFluorene 03/10/23 10:245.000.979<0.979µg/LHexachlorobenzene 03/10/23 10:245.002.73<2.73µg/LHexachlorobutadiene 03/10/23 10:245.002.05<2.05µg/LHexachlorocyclopentadiene 03/10/23 10:245.001.76<1.76µg/LHexachloroethane 03/10/23 10:242.000.477<0.477µg/LIndeno(1,2,3-cd)pyrene 03/10/23 10:245.000.444<0.444µg/LIsophorone 03/10/23 10:242.001.14<1.14µg/L1-Methylnaphthalene 03/10/23 10:242.000.666<0.666µg/L2-Methylnaphthalene 03/10/23 10:245.001.15<1.15µg/L2-Methylphenol 03/10/23 10:2410.00.880<0.880µg/L3&4 Methylphenol 03/10/23 10:242.000.728<0.728µg/LNaphthalene 03/10/23 10:245.001.39<1.39µg/L2-Nitroaniline 03/10/23 10:245.001.39<1.39µg/L3-Nitroaniline Page 8 of 14Date:03/15/2023 03:22 PM Page 29 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V30685QC Analytical Batch(es): Analysis Method: Analysis Description: 3510C QC Prep:V30620 Associated Lab Samples: 90347, 90348 LRB-V30620 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/10/23 10:245.001.53<1.53µg/L4-Nitroaniline 03/10/23 10:245.000.905<0.905µg/LNitrobenzene 03/10/23 10:245.000.493<0.493µg/L2-Nitrophenol 03/10/23 10:2410.01.23<1.23µg/L4-Nitrophenol 03/10/23 10:245.000.450<0.450µg/LN-Nitrosodimethylamine 03/10/23 10:245.001.10<1.10µg/LN-Nitrosodiphenylamine 03/10/23 10:245.000.641<0.641µg/LN-Nitroso-di-n-propylamine 03/10/23 10:245.001.43<1.43µg/LPentachlorophenol 03/10/23 10:242.000.428<0.428µg/LPhenanthrene 03/10/23 10:245.000.651<0.651µg/LPhenol 03/10/23 10:242.000.434<0.434µg/LPyrene 03/10/23 10:245.001.20<1.20µg/LPyridine 03/10/23 10:245.002.21<2.21µg/L1,2,4-Trichlorobenzene 03/10/23 10:245.001.31<1.31µg/L2,4,5-Trichlorophenol 03/10/23 10:245.001.32<1.32µg/L2,4,6-Trichlorophenol 03/10/23 10:242-Fluorobiphenyl (S)82.0 44-119 03/10/23 10:242-Fluorophenol (S)47.4 19-119 03/10/23 10:24Nitrobenzene-d5 (S)75.0 44-120 03/10/23 10:244-Terphenyl-d14 (S)98.0 50-134 03/10/23 10:242,4,6-Tribromophenol (S)85.0 43-140 03/10/23 10:24Phenol-d5 (S)32.4 11-100 LCS-V30620 LCSD-V30620Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 43.7 87.487.243.650.0µg/LAcenaphthene 38-117 0.2 20.0 Page 9 of 14Date:03/15/2023 03:22 PM Page 30 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V30685QC Analytical Batch(es): Analysis Method: Analysis Description: 3510C QC Prep:V30620 LCS-V30620 LCSD-V30620Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 42.9 85.885.842.950.0µg/LAcenaphthylene 41-130 0.0 20.0 99.5 199*216*10850.0µg/LAniline 12-197 8.1 20.0 47.9 95.894.047.050.0µg/LAnthracene 57-123 1.8 20.0 48.3 96.693.246.650.0µg/LBenzo(a)anthracene 58-125 3.5 20.0 62.0 12411959.650.0µg/LBenzo(a)pyrene 54-128 3.9 20.0 57.0 11410954.450.0µg/LBenzo(b)fluoranthene 53-131 4.6 20.0 53.9 10810451.950.0µg/LBenzo(g,h,i)perylene 50-134 3.7 20.0 55.7 11110854.250.0µg/LBenzo(k)fluoranthene 53-131 2.7 20.0 15.4 30.830.015.050.0µg/LBenzoic Acid 10-125 2.6 20.0 36.5 73.074.237.150.0µg/LBenzyl alcohol 31-112 1.6 20.0 36.4 72.879.239.650.0µg/LBis(2-Chloroethoxy)methane 48-120 8.4 20.0 34.5 69.071.035.550.0µg/LBis(2-Chloroethyl)ether 43-118 2.8 20.0 38.8 77.680.040.050.0µg/LBis(2-Chloroisopropyl)ether 37-130 3.0 20.0 53.9 10810452.250.0µg/LBis(2-ethylhexyl)phthalate 55-135 3.2 20.0 45.3 90.692.846.450.0µg/L4-Bromophenyl phenyl ether 55-124 2.3 20.0 55.4 11110854.150.0µg/LButyl benzyl phthalate 53-134 2.3 20.0 38.2 76.477.838.950.0µg/L4-Chloro-3-methylphenol 52-119 1.8 20.0 41.4 82.884.642.350.0µg/L4-Chloroaniline 33-117 2.1 20.0 41.7 83.482.441.250.0µg/L2-Chloronaphthalene 40-116 1.2 20.0 32.3 64.667.233.650.0µg/L2-Chlorophenol 38-117 3.9 20.0 43.5 87.086.643.350.0µg/L4-Chlorophenyl phenyl ether 53-121 0.4 20.0 48.6 97.296.048.050.0µg/LChrysene 59-123 1.2 20.0 54.8 11010653.150.0µg/LDibenz(a,h)anthracene 51-134 3.1 20.0 43.7 87.486.843.450.0µg/LDibenzofuran 53-118 0.6 20.0 30.7 61.462.231.150.0µg/L1,2-Dichlorobenzene 32-111 1.2 20.0 29.5 59.059.629.850.0µg/L1,3-Dichlorobenzene 28-110 1.0 20.0 Page 10 of 14* QC Fail Date:03/15/2023 03:22 PM Page 31 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V30685QC Analytical Batch(es): Analysis Method: Analysis Description: 3510C QC Prep:V30620 LCS-V30620 LCSD-V30620Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 29.5 59.060.830.450.0µg/L1,4-Dichlorobenzene 29-112 3.0 20.0 39.5 79.077.038.550.0µg/L3,3'-Dichlorobenzidine 27-129 2.5 20.0 36.0 72.073.836.950.0µg/L2,4-Dichlorophenol 47-121 2.4 20.0 47.2 94.492.646.350.0µg/LDiethyl phthalate 56-125 1.9 20.0 45.7 91.490.245.150.0µg/LDimethyl phthalate 45-127 1.3 20.0 37.5 75.080.640.350.0µg/L2,4-Dimethylphenol 31-124 7.1 20.0 52.0 10410251.150.0µg/LDi-n-butyl phthalate 59-127 1.7 20.0 45.5 91.091.845.950.0µg/L4,6-Dinitro-2-methylphenol 44-137 0.8 20.0 49.2 98.494.047.050.0µg/L2,4-Dinitrophenol 23-143 4.5 20.0 46.9 93.894.447.250.0µg/L2,4-Dinitrotoluene 57-128 0.6 20.0 46.7 93.494.047.050.0µg/L2,6-Dinitrotoluene 57-124 0.6 20.0 60.8 12211858.950.0µg/LDi-n-Octyl Phthalate 51-140 3.1 20.0 47.5 95.092.646.350.0µg/LFluoranthene 57-128 2.5 20.0 45.3 90.690.845.450.0µg/LFluorene 52-124 0.2 20.0 45.6 91.291.245.650.0µg/LHexachlorobenzene 53-125 0.0 20.0 27.9 55.859.429.750.0µg/LHexachlorobutadiene 22-124 6.2 20.0 30.5 61.064.032.050.0µg/LHexachlorocyclopentadiene 32-117 4.8 20.0 28.5 57.059.229.650.0µg/LHexachloroethane 21-115 3.7 20.0 52.6 10510150.450.0µg/LIndeno(1,2,3-cd)pyrene 52-134 4.2 20.0 33.8 67.672.836.450.0µg/LIsophorone 42-124 7.4 20.0 35.5 71.072.236.150.0µg/L1-Methylnaphthalene 41-119 1.6 20.0 32.9 65.868.034.050.0µg/L2-Methylnaphthalene 40-121 3.2 20.0 33.3 66.670.835.450.0µg/L2-Methylphenol 30-117 6.1 20.0 28.7 57.458.229.150.0µg/L3&4 Methylphenol 29-110 1.3 20.0 31.9 63.866.433.250.0µg/LNaphthalene 40-121 3.9 20.0 46.1 92.290.845.450.0µg/L2-Nitroaniline 55-127 1.5 20.0 Page 11 of 14Date:03/15/2023 03:22 PM Page 32 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Semivolatile Organic Compounds - GC/MS 8270E V30685QC Analytical Batch(es): Analysis Method: Analysis Description: 3510C QC Prep:V30620 LCS-V30620 LCSD-V30620Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 46.8 93.693.246.650.0µg/L3-Nitroaniline 41-128 0.4 20.0 47.1 94.290.645.350.0µg/L4-Nitroaniline 45-135 3.8 20.0 33.4 66.869.834.950.0µg/LNitrobenzene 45-121 4.3 20.0 32.7 65.467.033.550.0µg/L2-Nitrophenol 47-123 2.4 20.0 22.9 45.847.423.750.0µg/L4-Nitrophenol 10-105 3.4 20.0 22.0 44.047.423.750.0µg/LN-Nitrosodimethylamine 10-119 7.4 20.0 57.7 11511557.550.0µg/LN-Nitrosodiphenylamine 51-123 0.3 20.0 39.2 78.481.040.550.0µg/LN-Nitroso-di-n-propylamine 49-119 3.2 20.0 48.2 96.497.448.750.0µg/LPentachlorophenol 35-138 1.0 20.0 48.0 96.095.047.550.0µg/LPhenanthrene 59-120 1.0 20.0 18.6 37.236.818.450.0µg/LPhenol 12-58 1.0 20.0 50.5 10197.448.750.0µg/LPyrene 57-126 3.6 20.0 19.2 38.443.221.650.0µg/LPyridine 10-80 11.7 20.0 29.6 59.261.430.750.0µg/L1,2,4-Trichlorobenzene 29-126 3.6 20.0 43.3 86.684.442.250.0µg/L2,4,5-Trichlorophenol 53-123 2.5 20.0 41.9 83.882.641.350.0µg/L2,4,6-Trichlorophenol 50-125 1.4 20.0 81.681.62-Fluorobiphenyl (S)44-119 40.543.12-Fluorophenol (S)19-119 63.267.6Nitrobenzene-d5 (S)44-120 10197.44-Terphenyl-d14 (S)50-134 86.986.22,4,6-Tribromophenol (S)43-140 29.030.0Phenol-d5 (S)11-100 Page 12 of 14Date:03/15/2023 03:22 PM Page 33 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Massachusetts EPH MADEP-EPH V30756QC Analytical Batch(es): Analysis Method: Analysis Description: MAEPH (Prep) QC Prep:V30737 Associated Lab Samples: 90347, 90348 LRB-V30737 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/14/23 19:1035028.2<28.2µg/LAliphatic C9-C18 03/14/23 19:10500124<124µg/LAliphatic C19-C36 03/14/23 19:1025061.2<61.2µg/LAromatic C11-C22 03/14/23 19:102-Fluorobiphenyl (S)117 40-140 03/14/23 19:102-Bromonaphthalene (S)114 40-140 03/14/23 19:10Chlorooctadecane (S)78.6 40-140 03/14/23 19:10OTP Surrogate (S)97.2 40-140 LCS-V30737 LCSD-V30737Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 470 78.381.0486600µg/LAliphatic C9-C18 40-140 3.3 50.0 756 94.593.6749800µg/LAliphatic C19-C36 40-140 0.9 50.0 2530 149*13923701700µg/LAromatic C11-C22 40-140 6.5 50.0 1271282-Fluorobiphenyl (S)40-140 1221232-Bromonaphthalene (S)40-140 83.884.2Chlorooctadecane (S)40-140 104102OTP Surrogate (S)40-140 Page 13 of 14* QC Fail Date:03/15/2023 03:22 PM Page 34 of 37 Quality Control Data 23-066-0030Report No: Project Description: Client ID:Hart & Hickman (Charlotte) CDA-044 QC Prep Batch Method: Massachusetts VPH MADEP-VPH V30592QC Analytical Batch(es): Analysis Method: Analysis Description: MAVPH (Prep) QC Prep:V30591 Associated Lab Samples: 90347, 90348 LRB-V30591 Matrix: AQULab Reagent Blank Parameter AnalyzedMQLMDLBlank ResultUnits % Recovery % Rec Limits 03/08/23 11:1150.011.5<11.5µg/LAliphatic C5-C8 03/08/23 11:1150.025.8<25.8µg/LAliphatic C9-C12 03/08/23 11:1150.04.02<4.02µg/LAromatic C9-C10 03/08/23 11:112,5-Dibromotoluene (FID) (S)105 70-130 03/08/23 11:112,5-Dibromotoluene (PID) (S)102 70-130 LCS-V30591 LCSD-V30591Laboratory Control Sample & LCSD LCSD ResultParameter Max RPD LCSD % Rec LCS %Rec LCS Result Spike Conc.Units % Rec Limits RPD 300 10097.0291300µg/LAliphatic C5-C8 70-130 3.0 50.0 369 123122367300µg/LAliphatic C9-C12 70-130 0.5 50.0 120 120116116100µg/LAromatic C9-C10 70-130 3.3 50.0 94.485.02,5-Dibromotoluene (FID) (S)70-130 94.285.52,5-Dibromotoluene (PID) (S)70-130 Page 14 of 14Date:03/15/2023 03:22 PM Page 35 of 37 Fed Ex UPS US Postal Client Lab Courier Other : Shipment Receipt Form Customer Number: Customer Name: Report Number:23-066-0030 Hart & Hickman (Charlotte) 01102 Shipping Method Shipping container/cooler uncompromised? Thermometer ID:IRT-1.5 Chain of Custody (COC) present?Yes No Yes No Not Present Yes No Not Present Yes No COC agrees with sample label(s)? Yes No COC properly completed Samples in proper containers? Sample containers intact? Sufficient sample volume for indicated test(s)? All samples received within holding time? Cooler temperature in compliance? Yes No Yes No Yes No Yes No Yes No Yes NoCooler/Samples arrived at the laboratory on ice. Samples were considered acceptable as cooling process had begun. Yes No Yes No N/A Yes No N/A Yes No N/ASoil VOA method 5035 – compliance criteria met Water - Sample containers properly preserved Water - VOA vials free of headspace Yes No N/A Trip Blanks received with VOAs Low concentration EnCore samplers (48 hr) High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d) High concentration container (48 hr) Custody seals intact on shipping container/cooler? Custody seals intact on sample bottles? Number of coolers/boxes received Yes No 1 Signature:Asia Blakeborough Date & Time:03/07/2023 17:19:05 Special precautions or instructions included? Comments: Page 36 of 37 Page 37 of 37