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HomeMy WebLinkAbout23022_Chapel Hill Police Property_RevAWP_20220831Via Email August 31, 2022 North Carolina Department of Environmental Quality Division of Waste Management — Brownfields Program 1646 Mail Service Center Raleigh, North Carolina 27699-1646 Attn: Ms. Sharon Eckard, PG Re: Revised Brownfields Assessment Work Plan Chapel Hill Police Department 828 Martin Luther King Jr. Blvd Chapel Hill, Orange County, North Carolina Brownfields Project No. 23022-19-068 H&H Job No. TCH-009 Dear Sharon: 1.0 Introduction hart hickman SMARTER ENVIRONMENTAL SOLUTIONS On behalf of the Town of Chapel Hill (Town), Hart & Hickman, P.C. (H&H) has prepared this Work Plan to conduct Brownfields assessment activities at the Chapel Hill Police Department Brownfields property (Brownfields Project No. 23022-19068) located at 828 Martin Luther King Jr. Boulevard in Chapel Hill, Orange County, North Carolina (subject Site or Site). The Site is comprised of one parcel of land that is approximately 10.24 acres in size and is developed with a two-story approximately 35,000 square foot (sq ft) building located in the north -central portion of the Site. The building and associated parking areas are currently used for police department operations by the Town. A Site location map is provided as Figure 1, and the Site and surrounding area are shown in Figure 2. The Town is currently evaluating potential mixed -used redevelopment that may include a new Municipal Services Center, residential housing, and/or retail. As part of the evaluation process, the Town applied for entry into the North Carolina Department of Environmental Quality (DEQ) 2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd , Suite 301 Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com 704.586.0007 main 919,847.4241 main Ms. Sharon Eckard August 31, 2022 Page 2 Brownfields Program, and received eligibility (Brownfields Project No. 23022-19-068) via a Letter of Eligibility dated October 1, 2019. A brief summary of prior environmental assessment activities conducted at the Site is provided in Section 2.0 below. 2.0 Site Background Previous assessment activities indicated that the Site was initially used as a borrow pit from the late 1950s to early 1960s, and then was used as a fill site by a previous owner for construction debris and coal combustion products (CCPs) from the mid- 1960s to the mid- 1970s. In the early 1980s, the Town acquired the property and constructed the current police department building. The Site consists of an upper level where the borrow pit was located which is now occupied by the police department building and parking areas, and a lower level adjacent to Bolin Creek where the Bolin Creek Trail is located. The upper and lower levels are separated by a steep embankment. The Site layout and area of CCPs are depicted on Figure 2. Assessment activities were conducted at the Site from 2013 to 2020 to investigate potential environmental impacts associated with historical placement of structural fill containing CCPs. The investigation activities included the collection and laboratory analysis of CCPs, groundwater, soil, sediment, and surface water samples. Based on assessment activities, the primary compounds of concern (COCs) detected in CCPs, shallow soil, and drainage pathway soil are certain metals. Results of analysis of samples of CCPs indicate that arsenic, barium, manganese, mercury, and selenium were detected above soil background levels and the DEQ Preliminary Soil Remediation Goals (PSRGs). The most prevalent compound detected above soil background levels and PSRGs in CCPs is arsenic. In addition to COCs being identified in CCPs and soil, COCs have been detected in perched groundwater zones within the fill material. However, groundwater assessment activities identified limited to no impacts in the underlying unconfined aquifer downgradient of the fill area. Assessment activities also identified no significant impacts to stream sediment or surface water in https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)/TCH-009 - hart : h i c k m a n Police Station - Remedial Services/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 3 Bolin Creek. Additional background information and the methods and results of previous assessment activities are provided in the following documents: • Phase I & Limited Phase II Environmental Site Assessment, Falcon Engineering, Inc., July 18, 2013; • Phase II Remedial Investigation Report, H&H, January 26, 2017; • Results of Data Gap Sampling Report, H&H, May 23, 2019; and • Results of Post -Data Gap Assessment Report, H&H, December 1, 2020. In 2020, interim remedial measures (IRMs) were implemented, which included excavation and off -Site disposal of soil and exposed CCPs along Bolin Creek Trail, stabilization and cover of exposed CCPs along the embankment between the upper and lower portions of the Site, and temporary measures to address stormwater and erosion control in the area of the embankment. Specifically, approximately 1,004 tons of soil/CCPs at the base of the embankment and along Bolin Creek were excavated and transported off -Site for disposal. In addition, super silt fencing and hydroseed were placed along the embankment, and a new stormwater diversion channel was installed along portions of the top of the embankment to minimize the potential for future erosion of soil/CCPs on the embankment. The interim measures are documented in an Interim Remedial Measures Report prepared by H&H dated April 19, 2021. Risk assessment activities performed after IRMs concluded that the Bolin Creek Trail is safe for users. Under present conditions, CCP fill material at the Site is covered by at least 2 ft of soil cover, with the exception of localized areas in the upper level with 1 to 2 ft of soil cover and localized areas of exposed CCPs along the embankment where IRMs were implemented (see Figure 2). Based on potential future redevelopment scenarios, the Town requested that H&H perform additional risk assessment activities to evaluate further measures recommended to address CCPs at the Site. The risk assessment recommended implementation of permanent measures to address exposed CCPs along the embankment, potentially addressing isolated areas of soil impacts if the Site is used for residential purposes, and managing CCPs through the implementation of land use restrictions (LURs) and/or a DEQ-approved Environmental Management Plan (EMP), which https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)/TCH-009 - hart : h i c k m a n Police Station - Remedial Services/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 4 can all be implemented as part of Site redevelopment. Details associated with the risk assessment activities are provided in a Risk Assessment Report dated October 7, 2021. On March 30, 2022, H&H participated in a virtual meeting with the DEQ Brownfields Program and Town personnel to discuss potential data gaps and the scope of Brownfields assessment activities needed to address potential data gaps. On June 22, 2022, H&H participated in an additional virtual meeting with the DEQ Brownfields Program to further discuss proposed Brownfields assessment activities. The June 22nd meeting resulted in an email from DEQ requesting assessment of groundwater, soil, and vapor intrusion. To address DEQ's request for assessment at the Site, H&H submitted a Brownfields Assessment Work Plan (Work Plan) dated July 21, 2022. Following review of the Work Plan, DEQ provided comments in an email dated August 18, 2022. This Revised Work Plan has been prepared to address those comments, the details of which are included in the following sections. 3.0 Brownfields Assessment Activities The proposed Brownfields assessment activities will be performed in general accordance with the DEQ Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup (Guidelines) dated July 2021, the DEQ Division of Waste Management (DWM) Vapor Intrusion Guidance dated March 2018, Brownfield's Vapor Intrusion Assessment Work Plan & Report Checklist dated July 2021, and the most recent versions of the U.S. EPA Region IV Laboratory Services and Applied Science Division (LSASD) Field Branches Quality System and Technical Procedures guidance. Prior to conducting field activities, H&H will contact North Carolina 811 One -Call, the public utility locator service, to mark subsurface utilities at the Site. H&H will also contract a private utility locator to identify and mark locations of sub -grade utilities in the vicinity of the proposed assessment activities at the Site that may not be marked by the public locator. https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)TTCH-009 - hart : h i c k m a n Police Station - Remedial Services/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 5 3.1 Receptor Survey H&H will perform a Brownfields receptor survey in accordance with DEQ Brownfields Section guidance. The receptor survey will use the Brownfields Property Receptor Survey Form and will include information about land use in the Site area including zoning. H&H will also conduct a field search for water supply wells, basements, utility manways and chases, storm sewers, other underground utilities, drains, and surface water within a 1,500 ft radius of the Brownfields property boundaries. 3.2 Soil Assessment Activities H&H proposes to advance one soil boring to evaluate subsurface conditions in the vicinity of a diesel fuel aboveground storage tank (AST). The AST is associated with an emergency generator located in the northern portion of the Site. Additionally, three shallow soil borings will be advanced in the proposed stormwater pond area located in the eastern portion of the site. The approximate location of the proposed soil borings are shown on Figures 3 and 4. H&H will use a decontaminated stainless steel hand auger to advance the borings to a depth of approximately 5 feet below ground surface (ft bgs). The soil borings will be logged for lithological description and field screened for indication of potential impacts by observation for staining, unusual odors, the presence of CCPs, and the presence of volatile organic vapors using a calibrated photoionization detector (PID). One sample will be collected from each soil boring at a depth interval interpreted most likely to be impacted based on field observations and PID readings. If evidence of impacts are not observed, surficial soil samples (approximately 0-2 ft bgs) will be collected. The soil samples will be placed in dedicated laboratory -supplied sample containers, labeled with the sample identification, date, and requested analysis, and placed in a laboratory -supplied cooler with ice. The soil samples will then be submitted to Pace Analytical (Pace), a North Carolina certified laboratory, under standard chain of custody protocols for analysis of volatile organic compounds (VOCs) by EPA Method 8260 and semi-VOCs (SVOCs) by EPA Method 8270. Based https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)TTCH-009 - hart : h i c k m a n Police Station - Remedial Services/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 6 upon previous analytical data, the soil samples will also be analyzed for the Site -specific COCs: arsenic, barium, beryllium, cadmium, total chromium, cobalt, copper, manganese, nickel, selenium, thallium, and vanadium by EPA Method 6020, hexavalent chromium by EPA Method 7199, mercury by EPA 7471, and strontium by EPA Method 6010. Proposed laboratory analyses are also provided in Table 1. Information pertaining to Pace's certifications and accreditations is provided in Appendix A. Following sampling activities, the soil borings will be properly abandoned and the surfaces will be repaired similar to pre -sampling conditions. Additionally, the soil sample locations will be recorded using a hand-held GPS unit. 3.3 Groundwater Assessment Activities H&H proposes to sample all existing monitoring wells, which include an upgradient well (MW- 5), wells installed in perched water in the fill (MW-1, MW-lA, MW-8 and MW-9), wells downgradient and cross -gradient of the fill area (MW-3A, MW-4A, MW-6, and MW-7), and a well in bedrock below the fill (MW-11D). The locations of the existing monitoring wells are depicted on Figures 3 and 4. Prior to groundwater sampling, H&H will open the monitoring wells to allow for water level equilibration. Following equilibration, water levels will be collected from monitoring wells for the generation of a potentiometric surface map. H&H will collect groundwater samples using low flow/low stress purging techniques using a peristaltic pump and disposable polyethylene tubing or a bladder pump if the depth to water is below 30 ft bgs. The intake point of the pump tubing will be placed approximately in the mid -portion of the screened interval of the well and groundwater will be removed at a rate no greater than 200 milliliters per minute. H&H will use a water quality meter to measure pH, temperature, dissolved oxygen, oxidation reduction potential, turbidity, and specific conductivity at 3 to 5-minute intervals during purging. Purging will be considered complete when water quality parameters stabilize (i.e., pH ± 0.1 SU, conductivity varies no more than 5%, and turbidity is less than 10 NTUs). If turbidity cannot be reduced to less than 10 NTUs, a filtered and unfiltered sample will be collected for analysis of metals. https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)TTCH-009 - hart : h i c k m a n B Police Station - Remedial Servicesrownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 7 Once groundwater parameters stabilize, a groundwater sample from each monitoring well will be collected directly from the pump tubing into laboratory -supplied sample containers except that samples for VOC analysis that are collected with a peristaltic pump will be collected using the "soda straw" method to minimize volatile loss through the peristaltic pump head. Specifically, for the soda straw method, the sample tubing will be disconnected from the outflow side of the pump head, the tubing will be removed from the well, and then the sample containers will be filled by reversing the flow direction of the peristaltic pump. The sample containers will be labeled with the sample identification, date, and requested analysis, and then placed in a laboratory -supplied cooler and iced. The samples will be delivered to Pace under standard chain of custody protocols for analysis of VOCs by EPA Method 8260 (including low level 1,4-dioxane via Selected Ion Monitoring [SIM]), SVOCs by EPA Method 8270, hexavalent chromium by EPA Method 7199, strontium by EPA Method 6010, and an additional inorganics analytes list determined by DEQ (DEQ Analyte List). The DEQ Analyte List with analytical methods is provided in Appendix B and was derived from Duke Energy's monitoring plan for an industrial landfill at the Marshall Steam Station facility in Catawba County, North Carolina that is permitted to receive CCPs as well as other materials. Note that H&H proposes to omit calcium, iron, lead, magnesium, and silver from the proposed DEQ Analyte List. These analytes are not considered COCs because groundwater samples were previously collected for analysis of these metals and they were not detected above standards as documented in previous reports. Additionally, after the initial assessment activities at the Site, DEQ IHSB provided concurrence with the omission of these analytes for further assessment activities that are documented in the January 2017 Phase II Remedial Investigation Report. However, at the request of the DEQ Brownfields Program following their review of the July 2022 Work Plan, antimony, boron, molybdenum, thallium, vanadium, and zinc have been added to the proposed DEQ Analyte List. Table 1 summarizes the proposed groundwater samples and associated analyses. Information pertaining to Pace's certifications and accreditations is provided in Appendix A. https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)/TCH-009 - hart : h i c k m a n Police Station - Remedial Ser0ces/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 8 3.4 Vapor Intrusion Assessment Activities H&H proposes to conduct sub -slab soil vapor and exterior soil gas assessment activities to evaluate the potential for structural vapor intrusion into current and potential future Site structures. The approximate locations of the proposed sub -slab soil vapor samples (2) and the exterior soil gas samples (7) are shown on Figures 3 and 4, and are described below: • Two sub -slab vapor samples will be collected from the western and eastern portions of the existing police building; • One soil gas sample will be collected in the footprint of a conceptual office building; and • Six soil gas samples will be collected in the footprint of a conceptual multi -family residential building with an integrated parking garage. H&H proposes to install each sub -slab vapor point by utilizing a hammer drill and 5/8-inch diameter drill bit to advance the boring through the concrete slab. Following concrete borehole advancement, loose concrete cuttings will be removed from the boring using a bottlebrush and vacuum with a high -efficiency particulate air (HEPA) filter. A Cox -Colvin Vapor PinTM (vapor pin) assembly (brass sampling point and silicone sleeve) will be seated in the borehole using an installation/extraction tool and hammer. The vapor pins will be connected at the surface with 1/4— inch new and dedicated Teflon® tubing and installed as temporary sub -slab vapor points. Sample points will be allowed at least 2 hours following installation to equilibrate prior to sampling. H&H will install each exterior soil gas point to a depth of approximately 5.5 ft bgs using a hand auger. The soil gas points will each be installed with a 6-inch long 0.010-inch slot stainless steel screen set at the base of the boring connected to the surface with 1/4-inch new and dedicated Teflon® tubing. The annular space will be filled with filter sand followed by a bentonite seal to prevent short-circuiting of air from the surface. The soil gas points will be installed as temporary points and will be allowed to equilibrate for a minimum of 48 hours after installation and prior to sample collection described below. https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)TTCH-009 - hart : h i c k m a n B Police Station - Remedial Servicesrownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 9 Prior to sample collection, a Landtec Gem 5000' or equivalent device will be connected to the sample Teflon® tubing and field measurements of static and differential pressure readings will be collected from each sampling point. After pressure readings are collected, a "shut-in" test will be conducted on the sampling train and helium leak checks will be conducted at each sampling point. The purpose of the shut-in test and helium leak check described below are to ensure that short circuiting with ambient air does not occur during sampling. A description of the shut-in test and helium leak testing procedures is provided below. The shut-in test will be conducted by connecting the flow regulator with the vacuum gauge to the Summa® canister and sealing the flow regulator with the laboratory provided brass cap. Once the sampling train is "closed", the sample valve on the Summa® canister will be opened and the reading on the vacuum gauge will be recorded. The Summa® canister sample valve will then be closed, and the vacuum gauge will be observed to ensure no vacuum loss occurs. If the vacuum reading remains the same, the shut-in test will be considered successful. If vacuum loss occurs, the flow regulator and/or brass cap will be reseated, and the shut-in test will be repeated until the vacuum reading remains stable. Following a successful shut-in test, a leak check will be conducted by constructing a shroud around the sample train at each sampling point and flooding the air with helium gas. Helium concentrations inside the shroud will be measured using a calibrated helium gas detector and maintained at concentrations of approximately 15% to 30% for the duration of the leak check. Using a syringe and three-way valve, the Teflon® sample tubing will be purged using the Landtec Gem 50008 (or equivalent device) while concurrently collecting field measurements of pressure, oxygen, carbon dioxide, and methane (percent by volume and percent lower explosive limit). Following collection of these measurements, a sample will be collected from the sample tubing outside the shroud into a Tedlar bag and analyzed using the helium gas detector to ensure that helium concentrations are less than 10% of the helium concentrations measure within the shroud. After completion of the helium leak check, mercury vapor samples will be collected using an in - line laboratory -provided sorbent tube sampler. An air sampling pump and a flow meter will be used to collect the sample through the sample train at a constant rate of approximately 200 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)/TCH-009 - hart : h i c k m a n Police Station - Remedial Ser0ces/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 10 milliliters per minute over a laboratory -specified timeframe to achieve the suitable laboratory method detection limits. Due to the potential presence of background mercury in air, one field blank will be prepared during the sampling event. The field blank will be prepared by opening the sample media (sorbent tube) in an exterior field location and sealing it without collection of gas through the media. Following sample collection for mercury analysis, the sample media will be shipped under standard chain -of -custody protocols to EMSL Analytical, Inc. (EMSL) for analysis of elemental mercury by National Institute for Occupational Safety and Health (NIOSH) Method 6009. The sample will be collected over a period of time and at a flow rate for the laboratory to achieve a minimum reporting limit for mercury below the July 2022 DEQ Residential Sub -Slab and Exterior Soil Gas Screening Level (SGSL) of 2.1 micrograms per cubic meter (µg/ru). Following mercury sampling, samples for VOC analysis will be collected from the sampling point using individually -certified 1-liter or 3-liter stainless steel Summa® canisters connected to an air- flow regulator calibrated by the laboratory for collection of a sample at a rate of approximately 100 milliliters per minute. To conduct the sampling, the intake valve on the Summa® canister will be fully opened to begin collection of the sample and vacuum readings on the Summa® canister will be recorded prior to and following the sampling period to ensure adequate sample volume was collected. A vacuum will be maintained within the canisters at the conclusion of the sampling event, and vacuum measurements which include pre- and post -sampling, and sample collection time durations will be recorded on the chain -of -custody. Canisters that have lost greater than 10% of their vacuum as determined by comparing the vacuum recorded by the laboratory prior to shipment and the vacuum recorded in the field during the leak test procedures will not be used for sampling. In addition, a vacuum of five to seven inches of mercury will be maintained on the sample canisters until the conclusion of the sampling event. After sample collection, the intake valve will be closed, and the regulator will be disconnected from the sample canister. The canisters will be placed in laboratory supplied shipping containers, properly labeled, and shipped under standard chain -of -custody protocols to SGS North America Inc. — Dayton (SGS) for analysis of VOCs by EPA Method TO-15. Table 1 summarizes the proposed sub -slab https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)/TCH-009 - hart : h i c k m a n B Police Station - Remedial Servicesrownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 11 vapor and soil gas and associated analyses. Information pertaining to EMSL's certifications and accreditations for mercury and SGS's certifications and accreditations for TO-15 in New Jersey (North Carolina does not provide TO-15 certifications) is provided in Appendix A. After completion of the soil vapor VOC sample collection, H&H will cap the points for a minimum of least four hours prior to collection of a final round of methane, carbon dioxide, oxygen, and pressure measurements. A total of three pressure and two gas measurements will be collected per sample location. The interpreted stabilized/peak concentration of methane (percent by volume, percent lower explosive level, and parts per million) for each sampling point, field notes, and instrument logs will be provided in the Brownfields Assessment Report (discussed further in Section 3.7). Upon completion of vapor intrusion assessment activities, sub -slab vapor and soil gas monitoring point locations will be recorded in the field using a hand-held GPS unit, and then properly abandoned. Surfaces will be repaired to generally match pre -sampling conditions. 3.5 Quality Assurance/Quality Control Samples Non -dedicated equipment and tools will be decontaminated prior to use at each boring or sampling location or following exposure to soil, soil gas, sub -slab gas, and/or groundwater samples. Decontamination of non -dedicated equipment will follow U.S. EPA Region IV guidance (LSASDPROC-205-R4) and will consist of wiping the equipment clean, a water -rinse of the equipment, washing the equipment in water and detergent (i.e., Liquinox® or Luminox®), and a final rinse with water. The process will be repeated for grossly contaminated non -dedicated equipment. For quality assurance and quality control purposes (QA/QC), and to evaluate the reproducibility of the sample results, H&H will collect the following: 1) one duplicate soil sample; 2) one duplicate groundwater sample; and 3) one duplicate soil gas or sub -slab gas sample for VOCs. The duplicate samples will be submitted for the same laboratory analysis as their respective parent samples. For the duplicate soil gas/sub-slab gas sample, H&H will utilize a laboratory supplied https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)TTCH-009 - hart : h i c k m a n Police Station - Remedial Services/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 12 "T-sampler" which allows for collection of two samples from the same location simultaneously. Per laboratory standard operating procedures, a vacuum of approximately five inches of mercury will be maintained within all canisters at the conclusion of the sampling event. In addition, one laboratory -provided trip blank sample will be included for every cooler/shipment containing groundwater samples for VOC analysis. Laboratory QA/QC procedures will be employed to ensure appropriate sample handling and analysis and to aid in the review and validation of the analytical data. QA/QC procedures will be conducted in accordance with the method protocols and will include regular equipment maintenance, equipment calibrations, and adherence to specific sample custody and data management procedures. Samples will be analyzed in conjunction with appropriate blanks, laboratory duplicates, continuing calibration standards, surrogate standards, and matrix spiking standards in accordance with approved methodologies to monitor both instrument and analyst performance. Laboratory reporting limits for each analyte will be at or below appropriate screening criteria, where possible. Additionally, H&H will request that the laboratory include estimated concentrations for compounds that are detected at levels above the laboratory method detection limit, but below the laboratory reporting limit (i.e., J flags). The laboratory analytical data report and QA package for each group of samples submitted to and analyzed by the subcontracted laboratory will be provided in an appendix to the final report. Laboratory QA data consistent with Level II documentation will be requested for this project. A copy of the completed chain -of -custody record and shipping receipt will be appended to the corresponding laboratory analytical report included with the final report. 3.6 Investigation Derived Waste (IDW) Investigation derived waste (IDW) generated during the assessment activities will be thin spread on -Site. However, if significant impacts are suspected (i.e., high PID readings, free -product, etc.), the soil cuttings and generated groundwater will be containerized in 55-gallon drums and staged on -Site pending analytical results of composite IDW samples. https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)TTCH-009 - hart : h i c k m a n B Police Station - Remedial Servicesrownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Ms. Sharon Eckard August 31, 2022 Page 13 3.7 Reporting Following completion of the assessment activities and receipt of the analytical data, H&H will document our findings in a Brownfields Assessment Report. The report will include a description of the sampling activities, figures (with graphic scale and north arrow) depicting sample locations and the non -perched groundwater potentiometric surface, tabulated sample data (reported to the method detection limit and compared to applicable regulatory screening levels and standard), soil boring logs (including for soil gas monitoring points), laboratory analytical data, a discussion of the data in comparison to applicable regulatory screening levels and standards with notes where the detection limit exceeds the regulatory screening level or standards (if applicable), risk calculations if warranted based upon the analytical data, IDW manifests (if applicable), and conclusions and recommendations concerning our activities. The report will be sealed by a North Carolina Professional Engineer (PE) or Licensed Geologist (LG) and the firm PE/LG numbers will be provided. Please contact us if you have any questions or require additional information. Sincerely, Hart & Hickman, PC #C-1269 Engineering #C-245 Geology 01u1u 1+1lt490 10. SEAL 2257 ` � M QFoLoG��: . 16 v� 2 Justin Ballard, PG Project Manager NC Professional Geologist #2257 Attachments &C,t Steve Hart, PG Principal https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Town of Chapel Hill (TCH)/TCH-009 - hart : h i c k m a n Police Station - Remedial Services/Brownfields Documents/BF Work Plan/Final/Rev. BFWorkPlan jcb.docx SMARTER ENVIRONMENTAL SOLUTIONS Table 1 Proposed Sampling Plan Chapel Hill Police Department 828 Martin Luther King Jr. Blvd Chapel Hill, North Carolina H&H Job No. TCH-009 Sample ID Sample Depth (ft bgs) Sample Objective Analyses VOCs SVOCs Site -Specific COCs Modified DEQ Analyte Lis( 2) Hexavalent Chromium and Strontium Mercury Pressure, Oxygen, Carbon Dioxide, and Methane3) EPA 8260D 1,4-Dioxane EPA 8260D (SIM) EPA TO-15 EPA 8270E EPA 6010/6020/7199/7471 See Appendix B EPA 7199/6010 NIOSH 6009 Field Screening Soil Samples HH-12 TBD Adjacent to diesel AST for emergency generator X X X HH-13 TBD Within disturbance area of proposed stormwater pond X X X HH-14 TBD Within disturbance area of proposed stormwater pond X X X HH-15 TBD Within disturbance area of proposed stormwater pond X X X Field Duplicate TBD QA/QC X X X Groundwater Samples MW-1 30-40 Perched groundwater within fill material X X X X X MW-1A 25-40 X X X X X MW-8 29.5-44.5 X X X X X MW-9 30-45 X X X X X MW-3A 1-16 Downgradient/cross-gradient of fill area X X X X X MW-4A 4-19 X X X X X MW-6 7.5 - 17.5 X X X X X MW-7 59.5 - 69.5 X X X X X MW-5 17.5-27.5 Background X X X X X MW-11 D 46-56 Unconfined aquifer beneath fill material X X X X X Field Duplicate TBD QA/QC X X X X X Trip Blank N/A QA/QC X X Soil Gas and Sub -Slab Vapor Samples SG-1 —5.5 Within the proposed office space footprint X X X SG-2 —5.5 Within the proposed multi -family residential building footprint X X X SG-3 —5.5 X X X SG-4 —5.5 X X X SG-5 —5.5 X X X SG-6 —5.5 X X X SG-7 —5.5 X X X SSG-1 —0.5 Within the current police department building X X X SSG-2 —0.5 X X X Field Duplicate TBD QA/QC X X X TOTAL SOIL, GROUNDWATER, SOIL GAS, SUB -SLAB VAPOR, AND QA/QC SAMPLES 17 12 10 16 5 11 11 10 10 Notes: 1. Constituents of Concern (COCs): arsenic, barium, beryllium, cadmium, hexavalent and total chromium, cobalt, copper, manganese, mercury, nickel, selenium, strontium, thallium, and vanadium. 2. Modified DEQ Analyte List provided in Attachment B of the Work Plan. The proposed analyte list does not include calcium, iron, lead, magnesium, or silver. 3. Field screening will be completed using a Landtec GEM 5000 or equivalent device. VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; QA/QC = quality assurance/quality control; ft bgs = feet below ground surface; TBD = to be determined; SIM = Selected Ion Monitoring Table 1 (Page 1 of 1) Mips:IR,arihick.sharepointwmisiteslMasterFiles-1/Sharetl D umenLs/ -Master Proleds/ n aCbapel Hill (TCH)UCH-MG. Police Station-Rem.d,.l Services/Br�,eld. Documen F Work Plan/D.fl .ble Ij— Hart &Hickman, PC 8/31/2022 "mot-- - j ll �� � ��}` `=i ',.fir I,'►�, 10141. It � ��=,i e��'�1�1 *�fy .���c •_ rr ��7�; Rr �lil-' �. �+ , + - _ur•-- #.. �.. a P. .�� f.41 APPROXIMATE N 0 2000 4000 SCALE IN FEET U.S.G.S. QUADRANGLE MAP CHAPEL HILL, NORTH CAROLINA, 2002 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) Appendix A Laboratory Certifications and Accreditations 14 hart hickman SMARTER ENVIRONMENTAL SOLUTIONS ROY COOPER Governor ELIZABETH S. BISER Secretary S. DANIEL SMITH Director MEMORANDUM DATE: TO: FROM: SUBJECT: NORTH CAROLINA Environmental Qualify December 17, 2021 Certified Laboratories Todd Crawford, Laboratory Certification Branch Program Supervisor 2022 North Carolina Wastewater/Groundwater Laboratory Certification Renewal The Department of Environmental Quality, in accordance with the provisions of NC G.S. 143-215-.3 (a) (10), 15 NCAC 2H .0800, is pleased to renew Certification for your laboratory to perform specified environmental analyses. Enclosed is an updated Certificate and Certified Parameters Listing (CPL) describing the scope of your accreditation. Please review the CPL carefully to ensure that your laboratory is certified for all parameter methods required to properly meet your Certification needs. It is also recommended that you verify the scope of accreditation of any contract or subcontract labs at least annually to ensure they maintain certification with our program for the appropriate parameters. Contact us at 919-733-3908 if you have questions or need additional information. Attachment cc: Master File D_E North Carolina Department of Environmental Quality I Division of Water Resources I Chem Lab 4405 Reedy Creek Road 1 1623 Mail Service Center I Raleigh. North Carolina 27699-1623 u x ^� ��\ / 919.733.3908 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES LABORATORY CERTIFICATION BRANCH In accordance with the provisions of N.C.G.S. 143-215.3 (a) (1), 143-215.3 (a)(10) and NCAC 2H.0800: of t,,F. STATE of�j t121 QJAM Vl� 2022 Pace Analytical Services LLC - Asheville NC Is hereby certified to perform environmental analysis as listed on Attachment I and report monitoring data to DEQ for compliance with NPDES effluent, surface water, groundwater, and pretreatment regulations. By reference 15A NCAC 2H.0800 is made a part of this certificate. This certificate does not guarantee validity of data generated, but indicates the methodology, equipment, quality control procedures, records, and proficiency of the laboratory have been examined and found to be acceptable. This certificate shall be valid until 12/31/2022 Certificate No. 40 Todd Crawford North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace Analytical Services LLC -Asheville NC Certificate Number: 40 Address: 2225 Riverside Drive Effective Date: 1/1/2022 Asheville, INC 28804- Expiration Date: 1213112022 Date of Last Amendment: 12/15/2021 The above named laboratory, having duly met the requirements of 15A NCAC 2H.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS INORGANIC ALKALINITY SM 2320 B-2011 (Aqueous) BACTERIA- COLIFORM FECAL IDEXX Colilert 018 (MPN) (Aqueous) SM 9222 0-2015 (MF) (Aqueous) BOO SM 5210 B-2016 (Aqueous) BROMIDE EPA 300.0, Rev. 2.1, 1993 (Aqueous) SW-846 9056 A (Aqueous) CBOD SM 5210 B-2016 (Aqueous) CHLORIDE SM 4500 Cr E-2011 (Aqueous) EPA 300.0, Rev, 2.1, 1993 (Aqueous) SW-846 9056 A (Aqueous) CHLORINE, TOTAL RESIDUAL SM 4500 Cl G-2011 (Aqueous) COD SM 5220 D-2011 (Aqueous) CONDUCTIVITY EPA 120.1, Rev. 1982 (Aqueous) CYANIDE SM 4500 CN- E-2016 (Total) (Aqueous) SM 4500 CN- G-2016 (SM 4500 CN- E-2016) (Amenable) (Aqueous) Lachat 10-204-00-1-X, Rev. 22, 2005 (SW-846 9012B) (Total) (Aqueous) Lachat 10-204-00-1-X, Rev. 22, 2005 (SW-846 9012B) (Total) (Non -Aqueous) Lachat 10-204-00-1-X, Rev. 2.2, 2005 (Total) (Aqueous) SW-846 9012 B (Amenable) (Aqueous) SW-846 9012 B (Amenable) (Non -Aqueous) DISSOLVED OXYGEN SM 4500 O G-2016 (Aqueous) FLASH POINT SW-846 1010 B (Di 8) (Aqueous) FLUORIDE EPA 300.0, Rev. 2.1, 1993 (Aqueous) SW-846 9056 A (Aqueous) HARDNESS TOTAL -METALS SM 2340 B-2011 (Ca EPA 200.7, Rev. 4.4, 1994 + Mg EPA 200.7, Rev. 4.4, 1994) (Aqueous) INORGANIC PHENOLS EPA 420.4, Rev. 1.0, 1993 (Aqueous) NITROGEN, AMMONIA EPA 350.1, Rev. 2.0, 1993 (Aqueous) NITROGEN, NITRATE (NO3+ NO2 EPA 353.2, Rev. 2.0, 1993) - (NO2 EPA 353.2, Rev. 2.0, 1993) (Aqueous) (NO3 + NO2 SW-846 9056 A) - (NO2 SW-846 9056 A) (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Aqueous) NITROGEN, NITRITE EPA 353.2, Rev. 2.0, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Aqueous) SW-846 9056 A (Aqueous) NITROGEN, NO3+NO2 EPA 353.2, Rev. 2.0, 1993 (Aqueous) NITROGEN, TOTAL KJELDAHL EPA 351.2, Rev. 2.0, 1993 (Aqueous) ORGANIC CARBON, TOTAL SM 5310 B-2014 (Combustion) (Aqueous) SW-846 9060 A (Combustion) (Aqueous) PAINT FILTER LIQUIDS SW-846 9095B pH SM 4500 H+13-2011 (Aqueous) SW-846 9040 C (Aqueous) SW-846 9045 D (Non -Aqueous) PHOSPHATE,ORTHO SM 4500 P E-2011 (Aqueous) PHOSPHORUS, TOTAL This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace Analytical Services LLC - Asheville NC Certificate Number: 40 Address: 2225 Riverside Drive Effective Date: 1/1/2022 Asheville, NC 28804- Expiration Date: 12/31/2022 Date of Last Amendment: 12/15/2021 The above named laboratory, having duly met the requirements of i5A NCAC 2H.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS EPA 365.1, Rev. 2.0, 1993 (Aqueous) ANTIMONY RESIDUE, DISSOLVED 180 C EPA 200.7, Rev. 4.4, 1994 (Aqueous) SM 2540 C-2015 (Aqueous) SW-846 6010 D (Aqueous) RESIDUE, SETTLEABLE SW-846 6010 D (Non -Aqueous) SM 2540 F-2015 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) RESIDUE, SUSPENDED SW-8466020 B (Aqueous) SM 2540 D-2015 (Aqueous) ARSENIC RESIDUE, TOTAL EPA 200.7, Rev. 4.4, 1994 (Aqueous) SM 2540 B-2015 (Aqueous) SW-8466010 D (Aqueous) SILICA - METALS SW-846 6010 D (Non -Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Non -Aqueous) BARIUM SULFATE EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Aqueous) SW-846 6010 D (Aqueous) SW-846 9056 A (Aqueous) SW-846 6010 D (Non -Aqueous) SULFIDE EPA 200.8, Rev. 5.4, 1994 (Aqueous) SM 4500 S� D-2011 (Aqueous) SW-846 6020 B (Aqueous) TEMPERATURE BERYLLIUM SM 2550 B-2010 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) TURBIDITY SW-846 6010 D (Aqueous) EPA 180.1, Rev. 2.0, 1993 (Aqueous) SW-846 6010 D (Non -Aqueous) SM 2130 B-2011 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) VECTOR ATTRACTION REDUCTION: OPTION 1 SW-846 6020 B (Aqueous) Reduction in Volatile Solids BORON VECTOR ATTRACTION REDUCTION: OPTION 2 EPA 200.7, Rev. 4.4, 1994 (Aqueous) Anaerobic Batch Digestion SW-846 6010 D (Aqueous) METAL SW-846 6010 D (Non -Aqueous) ALUMINUM EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.7. Rev. 4.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Aqueous) CADMIUM SW-846 6010 D (Non -Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Non -Aqueous) This certfication requires mainwnce of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 211.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace Analytical Services LLC - Asheville NC Certificate Number: 40 Address: 2225 Riverside Drive Effective Date: 1/1/2022 Asheville, NC 28804- Expiration Date: 12/31/2022 Date of Last Amendment: 12/1512021 The above named laboratory, having duly met the requirements of 15A NCAC 2H.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Non -Aqueous) CALCIUM EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Aqueous) LEAD SW-846 6010 D (Non -Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Non -Aqueous) CHROMIUM HEXAVALENT EPA 200.8, Rev. 5.4, 1994 (Aqueous) SM 3500-Cr-B-2011 (Aqueous) SW-846 6020 B (Aqueous) SW-846 7196 A (Aqueous) LITHIUM SW-846 7196 A (Non -Aqueous) SW-846 6020 B (Aqueous) EPA 218.6, Rev. 3.3, 1994 (Aqueous) MAGNESIUM EPA 218.7, Rev. 1.0, 2011 [NCAC .02L Variance] (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) CHROMIUM TOTAL SW-846 6010 D (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Non -Aqueous) SW-846 6010 D (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6010 D (Non -Aqueous) SW-846 6020 B (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) MANGANESE SW-846 6020 B (Aqueous) EPA 200.7. Rev. 4.4, 1994 (Aqueous) COBALT SW-846 6010 D (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-W 6010 D (Non -Aqueous) SW-846 6010 D (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6010 D (Non -Aqueous) SW-846 6020 B (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) MERCURY SW-846 6020 B (Aqueous) EPA 245.1, Rev. 3.0, 1994 (Aqueous) COPPER SW-846 7470 A (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 7471 B (Non -Aqueous) SW-846 6010 D (Aqueous) EPA 1631 E (Aqueous) SW-846 6010 D (Non -Aqueous) MOLYBDENUM EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6010 D (Aqueous) IRON SW-846 6010 D (Non -Aqueous) EPA 2007,.Rev. 4.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 21-1.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace Analytical Services LLC -Asheville NC Certificate Number: 40 Address: 2225 Riverside Drive Effective Date: 1/1/2022 Asheville, NC 28804- Expiration Dale: 1213112022 Date of Last Amendment: 12/15/2021 The above named laboratory, having duly met the requirements of 15A NCAC 21-1.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS SW-846 6020 B (Aqueous) NICKEL EPA 2007,.Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) POTASSIUM EPA 200.7. Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SELENIUM EPA 200.7. Rev. 4.4. 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SILVER EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SODIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) STRONTIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) SW-846 6020 B (Aqueous) THALLIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) TIN EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) TITANIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) VANADIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) ZINC EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8. Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subjecito civil penalties and/or dewrtification for infractions as set forth in 15A NCAC 2H.D807. Certificate No. 12 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES LABORATORY CERTIFICATION BRANCH In accordance with the provisions of N.C.G.S. 143-215.3 (a) (1), 143-215.3 (a)(10) and NCAC 2H.0800: z 2 Pace Analytical Services LLC - Huntersville NC Is hereby certified to perform environmental analysis as listed on Attachment I and report monitoring data to DEQ for compliance with NPDES effluent, surface water, groundwater, and pretreatment regulations. By reference 15A NCAC 2H .0800 is made a part of this certificate. This certificate does not guarantee validity of data generated, but indicates the methodology, equipment, quality control procedures, records, and proficiency of the laboratory have been examined and found to be acceptable. This certificate shall be valid until 12/31/2022 Todd Crawford North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace Analytical Services LLC - Huntersville NC Address: 9800 Kincey Avenue, Suite 100 Huntersville, NC 28078- The above named laboratory, having duly met the requirements of 15A NCAC 21-1.0800, is hereby certified for the measurement of the parameters listed below. Certificate Number: Effective Date: Expiration Date: Date of Last Amendment: 12 1/1/2022 12/31/2022 9/2/2021 CERTIFIED PARAMETERS INORGANIC TPH GASOLINE RANGE, ORGANICS BACTERIA - COLIFORM FECAL SW-846 8015 C (Aqueous) SM 9222 0-2015 (MF) (Aqueous) SW-846 8015 C (Non -Aqueous) OIL & GREASE VOLATILE PETROLEUM HYDROCARBONS EPA 1664 Rev. B (Aqueous) MADEP, Feb 2018, Rev. 2.1 (Aqueous) SW-846 9071 B (Non -Aqueous) MADEP, Feb 2018, Rev. 2.1 (Non -Aqueous) ORGANIC 1,2, DIBROMOETHANE (EDB) EPA 504.1 (Includes DBCP & TCP) (Aqueous) SW-a46 8011 (Includes DBCP) (Aqueous) BASE NEUTRAL/ACID, ORGANICS EPA 625.1 (Aqueous) SW-846 8270 E (Aqueous) SW-846 8270 E (Non -Aqueous) EXTRACTABLE PETROLEUM HYDROCARBONS MADEP, December 2019, Rev. 2.1 (Aqueous) MADEP, December 2019, Rev. 2.1 (Non -Aqueous) PESTICIDES, ORGANOCHLORINE EPA 608.3 (Aqueous) SW-846 8081 B (Aqueous) SW-846 8081 B (Non -Aqueous) POLYCHLORINATED BIPHENYLS (PCBs) EPA 608.3 (Aqueous) SW-846 8082 A (Aqueous) SW-846 8082 A (Non -Aqueous) SW-846 8082 A (Oil) PURGEABLE, ORGANICS EPA 624.1 (Aqueous) SM 6200 B-2011 (Aqueous) SW-846 8260 D (Aqueous) SW-846 8260 D (Non -Aqueous) TPH DIESEL RANGE, ORGANICS SW-846 8015 C (Aqueous) SW-846 8015 C (Non -Aqueous) This certificefion requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. Certificate No, 375 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES LABORATORY CERTIFICATION BRANCH In accordance with the provisions ofN.C.G.S. 143-215.3 (a) M 143-215.3 (a)(10) and NCAC 2H.0800: Pace National Center for Testing & Innovation Is hereby certified to perform environmental analysis as listed on Attachment I and report monitoring data to DEQ for compliance with NPDES effluent, surface water, groundwater, and pretreatment regulations. By reference 15A NCAC 2H .0800 is made a part of this certificate. This certificate does not guarantee validity of data generated, but indicates the methodology, equipment, quality control procedures, records, and proficiency of the laboratory have been examined and found to be acceptable. This certificate shall be valid until 12/31/2022 Todd Crawford North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Center for Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/1/2022 Mt. Juliet, TN 37122- Expiration Date: 12/31/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 211.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS INORGANIC ALKALINITY EPA 310.2, Rev. 1974 (Aqueous) SM 2320 B-2011 (Aqueous) BACTERIA - COLIFORM FECAL EPA 1681 (2006) (MPN) (Biosolids) SM 9221 E-2014 (MPN) (Aqueous) SM 9222 D-2015 (MF) (Biosolids) BOD SM 5210 B-2016 (Aqueous) BROMIDE EPA 300.0, Rev. 2.1, 1993 (Aqueous) SM 4110 B-2011 (Aqueous) SW-846 9056 A (Aqueous) SW-846 9056 A (Non -Aqueous) CBOD SM 5210 B-2016 (Aqueous) CHLORIDE SM 4110 B-2011 (Aqueous) EPA 300.0, Rev. 2.1. 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Non -Aqueous) SW-846 9056 A (Aqueous) SW-846 9056 A (Non -Aqueous) COD SM 5220 D-2011 (Aqueous) EPA 410.4, Rev. 2.0. 1993 (Aqueous) COLOR, PC SM 2120 B-2011 (PICO) (Aqueous) CONDUCTIVITY EPA 120.1, Rev. 1982 (Aqueous) SM 2510 B-2011 (Aqueous) SW-846 9050A (Aqueous) CYANIDE SM 4500 CN- E-2016 (Total) (Aqueous) EPA 335.4, Rev. 1.0, 1993 (Total) (Aqueous) SW-846 9012 B (Total) (Aqueous) SW-846 9012 B (Total) (Non -Aqueous) FLASH POINT SW-846 1010 B (D8175-18) (Aqueous) FLUORIDE EPA 300.0, Rev. 2.1, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Non -Aqueous) SM 4110 B-201 1 (Aqueous) SW-846 9056 A (Aqueous) SW-846 9056 A (Non -Aqueous) HARDNESS TOTAL - METALS SM 2340 B-2011 (Ca EPA 200.7, Rev. 4.4, 1994+ Mg EPA 200.7, Rev. 4.4, 1994) (Aqueous) HARDNESS TOTAL - WET CHEM EPA 130.1, 1971 (Aqueous) INORGANIC PHENOLS EPA 420.4, Rev. 1.0, 1993 (Aqueous) SW-846 9066 (Aqueous) MBAS SM 5540 C-2011 (Aqueous) NITROGEN, AMMONIA EPA 350.1, Rev. 2.0, 1993 (Aqueous) SM 4500 NH3 G-2011 (Aqueous) NITROGEN, NITRATE EPA 300.0, Rev. 2.1, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Non -Aqueous) SM 4110 B-2011 (Aqueous) SW-846 9056 A (Aqueous) SW-846 9056 A (Non -Aqueous) NITROGEN, NITRITE EPA 300.0, Rev. 2.1, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Non -Aqueous) SM 4110 B-2011 (Aqueous) SW-846 9056 A (Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Centerfor Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/l/2022 Mt. Juliet, TN 37122- Expiration Date: 12/31/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 21-1.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS SW-846 9056 A (Non -Aqueous) NITROGEN, NO3 + NO2 SM 4500 NO3- F-2016 (Aqueous) EPA 353.2, Rev. 2.0, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Non -Aqueous) SM 4110 B-2011 (Aqueous) SW-846 9056 A (Aqueous) SW-846 9056 A (Non -Aqueous) NITROGEN, TOTAL KJELDAHL EPA 351.2, Rev. 2.0, 1993 (Aqueous) OIL & GREASE EPA 1664 Rev. B (Aqueous) SW-846 9071 B (Non -Aqueous) ORGANIC CARBON, TOTAL SM 5310 B-2014 (Combustion) (Aqueous) SW-846 9060 A (Combustion) (Aqueous) SW-846 9060 A (Heated Persulfate) (Aqueous) SW-846 9060 A (UV Oxidation) (Aqueous) PAINT FILTER LIQUIDS SW-846 9095B pH SM 4500 H+B-2011 (Aqueous) SW-846 9040 C (Aqueous) SW-846 9045 D (Non -Aqueous) PHOSPHATE, ORTHO SM 4500 P E-2011 (Aqueous) PHOSPHORUS, TOTAL SM 4500 P E-2011 (Aqueous) EPA 365.1, Rev. 2.0, 1993 (Aqueous) RESIDUE, DISSOLVED 180 C SM 2540 C-2015 (Aqueous) RESIDUE, SUSPENDED SM 2540 D-2015 (Aqueous) RESIDUE, TOTAL SM 2540 B-2015 (Aqueous) SILICA - METALS EPA 200.7, Rev. 4.4, 1994 (Aqueous) SW-8466010 D (Aqueous) SW-846 6010 D (Non -Aqueous) SULFATE EPA 300.0, Rev. 2.1, 1993 (Aqueous) EPA 300.0, Rev. 2.1, 1993 (Non -Aqueous) SM 4110 B-2011 (Aqueous) SW-846 9056 A (Aqueous) SW-846 9056 A (Non -Aqueous) SULFIDE SM 4500 S2- D-2011 (Aqueous) SULFITE SM 4500 S032- B-2011 (Aqueous) TURBIDITY EPA 180.1, Rev. 2.0, 1993 (Aqueous) SM 2130 B-2011 (Aqueous) METAL ALUMINUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) ANTIMONY EPA 200.7, Rev, 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Center for Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/1/2022 Mt. Juliet, TN 37122- Expiration Date: 12/31/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 211.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) ARSENIC EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev, 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) BARIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) BERYLLIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev, 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) BORON EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) CADMIUM EPA 200.7, Rev, 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) CALCIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev, 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) CHROMIUM HEXAVALENT SM 3500-Cr-B-2011 (Aqueous) SW-846 7196 A (Aqueous) SW-846 7196 A (Non -Aqueous) EPA 218.6, Rev. 3.3, 1994 (Aqueous) SM 3500-Cr-C-2011 (Aqueous) SW-846 7199 (Aqueous) SW-846 7199 (Non -Aqueous) CHROMIUM TOTAL EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Center for Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/1/2022 Mt. Juliet, TN 37122- Expiration Date: 12131/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 21-1.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) COBALT EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) COPPER EPA 200.7, Rev, 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) IRON EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-8466020 B (Non -Aqueous) LEAD EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev, 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) LITHIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-8466010 D (Non -Aqueous) MAGNESIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) MANGANESE EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) MERCURY EPA 245.1, Rev. 3.0, 1994 (Aqueous) SW-846 7470 A (Aqueous) SW-846 7470 A (Non -Aqueous) SW-8467471 B(Non-Aqueous) MOLYBDENUM This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties andfor decertification for infractions as set forth in 15A NCAC 2H.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Center for Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/1/2022 Mt. Juliet, TN 37122- Expiration Date: 12/31/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 2H.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev, 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) NICKEL EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev, 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) POTASSIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-8466010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) SELENIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-8466020 B (Aqueous) SW-846 6020 B (Non -Aqueous) SILVER EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev, 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) SODIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) THALLIUM EPA 200.7, Rev, 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) TIN EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Nan -Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories am subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. _ North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Center for Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/1/2022 Mt. Juliet, TN 37122- Expiration Date: 12/31/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 2H.0800, is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS TITANIUM EPA 200.7, Rev. 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) SW-846 6020 B (Aqueous) SW-845 6020 B (Non -Aqueous) VANADIUM EPA 200.7, Rev, 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev. 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) ZINC EPA 200.7, Rev, 4.4, 1994 (Aqueous) EPA 200.7, Rev. 4.4, 1994 (Non -Aqueous) SW-846 6010 D (Aqueous) SW-846 6010 D (Non -Aqueous) EPA 200.8, Rev. 5.4, 1994 (Aqueous) EPA 200.8, Rev, 5.4, 1994 (Non -Aqueous) SW-846 6020 B (Aqueous) SW-846 6020 B (Non -Aqueous) ORGANIC 1,2, DIBROMOETHANE (EDB) EPA 504.1 (Includes DBCP & TCP) (Aqueous) SW-846 8011 (Includes DBCP) (Aqueous) BASE NEUTRAL/ACID, ORGANICS EPA 625.1 (Aqueous) SW-846 8270 E (Aqueous) SW-846 8270 E (Non -Aqueous) CHLORINATED ACID HERBICIDES SW-846 8151 A (Aqueous) SW-846 8151 A (Non -Aqueous) SW-846 8321 B (Aqueous) SW-846 8321 B (Non -Aqueous) EXTRACTABLE PETROLEUM HYDROCARBONS MADEP, December 2019, Rev. 2.1 (Aqueous) MADEP, December 2019, Rev. 2.1 (Non -Aqueous) NITROAROMATICS & NITRAMINES SW-846 8330 A (Aqueous) SW-846 8330 A (Non -Aqueous) PESTICIDES, ORGANOCHLORINE EPA 608.3 (Aqueous) SW-846 8081 B (Aqueous) SW-846 8081 B (Non -Aqueous) PESTICIDES, ORGANOPHOSPHORUS SW-846 8141 B (Aqueous) SW-846 8141 B (Non -Aqueous) POLYCHLORINATED BIPHENYLS (PCBs) EPA 608.3 (Aqueous) SW-846 8082 A (Aqueous) SW-846 8082 A (Non -Aqueous) POLYNUCLEAR AROMATIC HYDROCARBONS EPA 610 (Aqueous) SW-846 8310 (Aqueous) SW-846 8310 (Non -Aqueous) PURGEABLE, AROMATICS EPA 602 (Aqueous) SW-846 8021 B (Aqueous) SW-846 8021 B (Non -Aqueous) PURGEABLE, ORGANICS EPA 624.1 (Aqueous) SM 6200 B-2011 (Aqueous) SW-846 8260 D (Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 2H.0807. North Carolina Wastewater/Groundwater Laboratory Certification Certified Parameters Listing Lab Name: Pace National Center for Testing & Innovation Certificate Number: 375 Address: 12065 Lebanon Road Effective Date: 1/1/2022 Mt. Juliet, TN 37122- Expiration Date: 12/31/2022 Date of Last Amendment: 10/27/2021 The above named laboratory, having duly met the requirements of 15A NCAC 2H.0800, Is hereby certified for the measurement of the parameters listed below. CERTIFIED PARAMETERS SW-846 8260 D (Non -Aqueous) TOTAL ORGANIC HALIDES SW-846 9020 B (Aqueous) TPH DIESEL RANGE, ORGANICS SW-846 8015 C (Aqueous) SW-846 8015 C (Non -Aqueous) TPH GASOLINE RANGE, ORGANICS SW-846 8015 C (Aqueous) SW-846 8015 C (Non -Aqueous) VOLATILE PETROLEUM HYDROCARBONS MADEP, Feb 2018, Rev. 2.1 (Aqueous) MADEP, Feb 2018, Rev. 2.1 (Non -Aqueous) This certification requires maintance of an acceptable quality assurance program, use of approved methodology, and satisfactory performance on evaluation samples. Laboratories are subject to civil penalties and/or decertification for infractions as set forth in 15A NCAC 21-1.0807. State of New Jersey Department of Environmental Protection Certifies That SGS NORTH AMERICA INC. - DAYTON Laboratory Certification ID # 12129 is hereby approved as a Nationally Accredited Environmental Laboratory to perform the analyses as indicated on the Annual Certified Parameter List which must accompany this certificate to be valid having duly met the requirements of the Regulations Governing the Certification of Laboratories and Environmental Measurements N.J.A.C. 7:18 et. seq. and having been found compliant with the 2016 TNI Standard approved by the The NELAC Institute Expires June 30, 2022 ,?,� . Michele M. otter Manager NJDEP is a NELAP Recognized Accreditation Body This certificate is to be conspicuously displayed at the laboratory with the annual certified parameter list in a location on the premises visible to the public Conswv, ,rs are urged to verify the laboratory's current accreditation status with the State of NJ, NELAP. New Jersey Department of Environment Protection Environmental Laboratory Certification Program Annual Certified Parameter List and Current Status Effective as of 5/17/2022 until 6/30/2022 Laboratory Name: SGS NORTH AMERICA INC. - DAYTON Laboratory Number: 12129 Activity ID: NLC 210014 2235 RT 130 DAYTON NJ 08810 Category: AE04 --Organics Analysis Status Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Certified Eligible to Report NJ Data Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Code AE04.17900 AE04.17950 AE04.18000 AE04.18050 AE04.18100 AE04.18150 AE04.18200 AE04.18250 AE04.18300 AE04.18400 AE04.18450 AE04.18500 AE04.18550 AE04.18600 AE04.18650 AE04.18700 AE04.18750 AE04.18800 AE04.18850 AE04.18900 AE04.18950 Certified Yes AE04.19000 Certified Yes AE04.19050 Certified Yes AE04.19100 Certified Yes AE04.19150 Certified Yes AE04.19200 Parameter Technique Acetaldehyde Acetone Acetonitrile Acetophenone Acrolein Acrylamide Acrylic acid Acrylonitrile Ally] chloride Benzene Benzyl chloride Bis (2-ch]oroethyl) ether Bis (chloromethyl) ether Bromodichloromethane Bromoform Bromomethane Butadiene (1,3-) Butadiene (2-chloro-1,3-) Butylbenzene (n-) Carbon disulfide Carbon oxysulfide (Carbonyl sulfide) Carbon tetrachloride Catechol Chloroacetic acid Chlorobenzene Chloroethane Approved Methods Primary State GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GC/MS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ GUMS, Canisters EPA TO-15 NJ KEY: AE = Air and Emissions, BT = Biological Tissues, DW = Drinking Water, NPW = Non -Potable Water, SCM = Solid and Chemical Materials Page 1 of 66 New Jersey Department of Environment Protection RECO� Environmental Laboratory Certification Program Annual Certified Parameter List and Current Status Effective as of 5/17/2022 until 6/30/2022 „ Laboratory Name: SGS NORTH AMERICA INC. - DAYTON Laboratory Number: 12129 Activity ID: NLC 210014 2235 RT 130 DAYTON NJ 08810 Category: AE04 --Organics Analysis Eligible to Primary Status Report NJ Code Parameter Technique Approved Methods State Data Certified Yes AE04.19250 Chloroform GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.19300 Chloromethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.19350 Chloromethyl methyl GC/MS, Canisters EPA TO-15 NJ ether Certified Yes AE04.19400 Chlorotoluene (2-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.19450 Cresols/Cresylic acid GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.19500 Cyclohexane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.19550 Diazomethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.19600 Dibromo-3-chloropropane GUMS, Canisters EPA TO-15 NJ (1,2-) Certified Yes AE04.19650 Dibromochloromethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.19700 Dibromoethane (1,2-) GUMS, Canisters EPA TO-15 NJ (EDB) Certified Yes AE04.19750 Dichlorobenzene (1,2-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.19800 Dichlorobenzene (1,3-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.19850 Dichlorobenzene (1,4-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.19900 Dichlorodifluoromethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04,19950 Dichloroethane (1,1-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20000 Dichloroethane (1,2-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20050 Dichloroethene (1,1-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20100 Dichloroethene (cis-1,2-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20150 Dichloroethene GC/MS, Canisters EPA TO-15 NJ (trans-1,2-) Certified Yes AE04.20200 Dichlorofluoromethane GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.20250 Dichloropropane (1,2-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20300 Dichloropropene GUMS, Canisters EPA TO-15 NJ (cis-1,3-) Certified Yes AE04.20350 Dichloropropene GUMS, Canisters EPA TO-15 NJ (trans-1,3-) KEY: AE = Air and Emissions, BT = Biological Tissues, DW = Drinking Water, NPW = Non -Potable Water, SCM = Solid and Chemical Materials Page 2 of 66 New Jersey Department of Environment Protection Environmental Laboratory Certification Program v aecoc a`>� �r Annual Certified Parameter List and Current Status h11 Effective as of 5/17/2022 until 6/30/2022 4�-on,I,n" Laboratory Name: SGS NORTH AMERICA INC. - DAYTON Laboratory Number- 12129 Activity ID: NLC 210014 2235 RT 130 DAYTON NJ 08810 Category: AE04 --Organics Analysis Eligible to Primary Status Report NJ Code Parameter Technique Approved Methods State Data Certified Yes AE04.20400 Dichlorotetrafluoroethane GUMS, Canisters EPA TO-15 NJ (1,2-) Certified Yes AE04.20450 Diethyl sulfate GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20500 Dimethyl formamide (N, GUMS, Canisters EPA TO-15 NJ N-) Certified Yes AE04.20600 Dimethyl sulfate GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20700 Dimethylcarbamoyl GUMS, Canisters EPA TO-15 NJ chloride Certified Yes AE04.20750 Dioxane (1,4-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20800 Epichlorohydrin GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20850 Epoxybutane (1,2-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20900 Ethanol GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.20950 Ethyl acetate GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21000 Ethyl acrylate GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21100 Ethylbenzene GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21250 Ethyltoluene (4-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21400 Heptane (n-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21450 Hexachlorobutadiene GC/MS, Canisters EPA TO-15 NJ (1,3-) Certified Yes AE04.21500 Hexachloroethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21550 Hexane (n-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.21600 Hexanone (2-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.21650 Isophorone GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.21700 Isopropanol GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.21750 Isopropylbenzene GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21850 Methyl ethyl ketone GC/MS, Canisters EPA TO-15 NJ (MEK) Certified Yes AE04.21900 Methyl iodide GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.21950 Methyl isobutyl ketone GC/MS, Canisters EPA TO-15 NJ (MIBK) KEY: AE = Air and Emissions, BT = Biological Tissues, DW = Drinking Water, NPW = Non -Potable Water, SCM = Solid and Chemical Materials Page 3 of 66 New Jersey Department of Environment Protection a>rco� , Environmental Laboratory Certification Program Annual Certified Parameter List and Current Status Effective as of 5/17/2022 until 6/30/2022 ,�,�► ' Laboratory Name: SGS NORTH AMERICA INC. - DAYTON Laboratory Number: 12129 Activity ID: NLC 210014 2235 RT 130 DAYTON NJ 08810 Category: AE04 --Organics Analysis Eligible to Primary Status Report NJ Code Parameter Technique Approved Methods State Data Certified Yes AE04.22000 Methyl isocyanate GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22050 Methyl methacrylate GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.221DO Methyl tert-butyl ether GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22150 Methylene chloride GC/MS, Canisters EPA TO-15 NJ (Dichloromethane) Certified Yes AE04.22250 Methylphenol (2-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22300 Naphthalene GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22350 Nitrobenzene GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22400 Nitropropane (2-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22450 N-Nitrosodimethylamine GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22500 N-Nitrosomorpholine GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22550 N-Nitroso-N-methylurea GUMS, Canisters EPA TO-15 NJ Certified Yes AE04,22600 Phenol GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22650 Phosgene GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22700 Propane sultone (1,3-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22750 Propiolactone (beta-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22800 Propionaldehyde GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22850 Propylbenzene (n-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.22950 Propylene GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.23000 Propylene oxide GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.23100 Sec-butylbenzene GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.23150 Styrene GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23200 Styrene oxide GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.23250 Tert-butyl alcohol GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.23350 Tetrachloroethane GC/MS, Canisters EPA TO-15 NJ (1,1,2,2-) Certified Yes AE04.23400 Tetrachloroethene GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23450 Tetrahydrofuran GC/MS, Canisters EPA TO-15 NJ KEY: AE = Air and Emissions, BT = Biological Tissues, DW = Drinking Water, NPW = Non -Potable Water, SCM = Solid and Chemical Materials Page 4 of 66 New Jersey Department of Environment Protection Environmental Laboratory Certification Program4 gseco� �1 Annual Certified Parameter List and Current Status Effective as of 5/17/2022 until 6/30/2022r"'°Z�rrq�eoa Laboratory Name: SGS NORTH AMERICA INC. - DAYTON Laboratory Number: 12129 Activity ID: NLC 210014 2235 RT 130 DAYTON NJ 08810 Category: AE04 --Organics Analysis Eligible to Primary status Report NJ Code Parameter Technique Approved Methods State Data Certified Yes AE04.23500 Toluene GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23550 Trichloro (1,1,2-) GUMS, Canisters EPA TO-15 NJ trifluoroethane (1,2,2-) Certified Yes AE04.23600 Trichlorobenzene (1,2,4-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23650 Trichloroethane (1,1,1-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23700 Trichloroethane (1,1,2-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23750 Trichloroethene GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.23800 Trichlorofluoromethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.23900 Trifluorochloroethene GUMS, Canisters EPA TO-15 NJ (HCFC-1113) Certified Yes AE04.23950 Trifluoro(1,1,2-) GUMS, Canisters EPA TO-15 NJ dichloroethane (1,2-) (HCFC-123a) Certified Yes AE04.24000 Trifluoromethane GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.24050 Trimethylbenzene GUMS, Canisters EPA TO-15 NJ (1,2,4-) Certified Yes AE04.24100 Trimethylbenzene GC/MS, Canisters EPA TO-15 NJ (1,3,5-) Certified Yes AE04.24150 Trimethylpentane (2,2,4-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.24200 Vinyl acetate GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.24250 Vinyl bromide GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.24300 Vinyl chloride GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.24350 Xylene (m-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.24400 Xylene (o-) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.24450 Xylene (p-) GC/MS, Canisters EPA TO-15 NJ Certified Yes AE04.24500 Xylenes (total) GUMS, Canisters EPA TO-15 NJ Certified Yes AE04.31700 Benzene GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 NJ Certified Yes AE04.31900 Ethylbenzene GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 NJ Certified Yes AE04.31950 Isopropylbenzene GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 NJ Certified Yes AE04.32000 Methane GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 NJ KEY: AE = Air and Emissions, BT = Biological Tissues, DW = Drinking Water, NPW = Non -Potable Water, SCM = Solid and Chemical Materials Page 5 of 66 New Jersey Department of Environment Protection Environmental Laboratory Certification Program Annual Certified Parameter List and Current Status Effective as of 5/17/2022 until 6/30/2022 Laboratory Name: SGS NORTH AMERICA INC. - DAYTON Laboratory Number: 12129 Activity ID: NLC 210014 2235 RT 130 DAYTON NJ 08810 Category: AE04 --Organics Analysis Eligible to Status Report NJ Code Parameter Technique Approved Methods Data Certified Yes AE04.32050 Methyl tert-butyl ether GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 Certified Yes AE04.32100 Tert-butyl alcohol GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 Certified Yes AE04.32200 Toluene GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 Certified Yes AE04.32350 Xylenes (total) GC, FID and/or ECD, Cryogenic Preconcentration EPA TO-3 Category: DW03 --Inorganic Parameters Primary State NJ NJ NJ NJ Eligible to Status Report NJ Code Parameter Technique Approved Methods Primary Data State Certified Yes DW03.00050 Alkalinity Electrometric Titration SM 2320 B NJ Certified Yes DW03.00300 Ammonia Automated Phenate SM 4500 NH3 H NJ Certified Yes DW03.01800 Chloride Ion Chromatography EPA 300.0 NJ Certified Yes DW03.02550 Color Platinum -Cobalt SM 2120 B NJ Certified Yes DW03.02700 Conductivity Conductance SM 2510 B NJ Certified Yes DW03.03150 Cyanide Spectrophotometric, Distill, Semi Automated EPA 335.4 NJ Certified Yes DW03.03750 Fluoride Ion Chromatography EPA 300.0 NJ Certified Yes DW03.03950 Foaming agents Methylene Blue SM 5540 C NJ Certified Yes DW03.04000 Nitrate Automated Cadmium Reduction EPA 353.2 NJ Certified Yes DW03.05800 Nitrite Spectrophotometric SM 4500-NO2 B NJ Certified Yes DW03.05950 Orthophosphate Colorimetric SM 4500-P E NJ Certified Yes DW03.06600 Residue - nonfilterable Gravimetric, 103-105 Deg C, Post Washing - mining SM 2540 D NJ (TSS) Certified Yes DW03.06900 Sulfate Ion Chromatography EPA 300.0 NJ Certified Yes DW03.07150 Total dissolved solids Gravimetric At 180 SM 2540 C NJ (TDS) Certified Yes DW03.07250 Total hardness Titrimetric, EDTA SM 2340 C NJ KEY: AE = Air and Emissions, BT = Biological Tissues, DW = Drinking Water, NPW = Non -Potable Water, SCM = Solid and Chemical Materials Page 6 of 66 5iy"I'r1j, , � ANA f..` Laboratory Accreditation Programs, LLG �rlrl�lti�sx AIHA Laboratory Accreditation Programs, LLC acknowledges that EMSL Analytical, Inc. 10801 Southern Loop Blvd., Pineville, NC 28134 Laboratory ID: LAP-192283 along with all premises from which key activities are performed, as listed above, has fulfilled the requirements of the AIHA Laboratory Accreditation Programs (AIHA-LAP), LLC accreditation to the ISO/IEC 17025:2017 international standard, General Requirements for the Competence of Testing and Calibration Laboratories in the following: LABORATORY ACCREDITATION PROGRAMS INDUSTRIAL HYGIENE ENVIRONMENTAL LEAD ENVIRONMENTAL MICROBIOLOGY FOOD UNIQUE SCOPES Accreditation Expires: September 01, 2022 Accreditation Expires: September 01, 2022 Accreditation Expires: September 01, 2022 Accreditation Expires: Accreditation Expires: Specific Field(s) of Testing (FoT)/Method(s) within each Accreditation Program for which the above named laboratory maintains accreditation is outlined on the attached Scope of Accreditation. Continued accreditation is contingent upon successful on -going compliance with ISO/IEC 17025:2017 and AIHA-LAP, LLC requirements. This certificate is not valid without the attached Scope of Accreditation. Please review the AIHA-LAP, LLC website (www.aihaaccreditedlabs.org) for the most current Scope. . qLj_'q� a- a�4� Cheryl O Morton Managing Director, AIHA Laboratory Accreditation Programs, LLC Revisionl9: 09/01/2020 Date Issued: 09/01/2020 AIHA Laboratory Accreditation Programs, LL ANA Laboratory Accreditation Programs, LLC SCOPE OF ACCREDITATION EMSL Analytical, Inc. Laboratory ID: LAP-192283 10801 Southern Loop Blvd., Pineville, NC 28134 Issue Date: 08/31/2020 The laboratory is approved for those specific field(s) of testing/methods listed in the table below. Clients are urged to verify the laboratory's current accreditation status for the particular field(s) of testing/Methods, since these can change due to proficiency status, suspension and/or withdrawal of accreditation. Industrial Hygiene Laboratory Accreditation Program (IHLAP) Initial Accreditation Date: 10/01/2014 IHLAP Scope Category Field of Testing (FOT) Technology sub- type/Detector Published Reference Method/Title of In-house Method Component, parameter or characteristic tested Asbestos/Fiber Microscopy Core Phase Contrast Microscopy (PCM) NIOSH 7400 Asbestos/Fibers Chromatography Core GC/MS EPA TO-15 Volatile Organic Compounds Chromatography Core Gas Chromatography GC/ECD NIOSH 5503 Polychlorinated biphenyls Chromatography Core Gas Chromatography GC/FID NIOSH 1003 Modified Halogenated Hydrocarbons Chromatography Core Gas Chromatography GC/FID NIOSH 1500 Hydrocarbons Chromatography Core Gas Chromatography GC/FID NIOSH 1501 Aromatic Hydrocarbons Chromatography Core Ion Chromatography (IC) NIOSH 7903 Inorganic Acids Chromatography Core Ion Chromatography (IC) OSHA ID-165SG Inorganic Acids Chromatography Core Liquid Chromatography HPLC/UV NIOSH 2O16 Formaldehyde Chromatography Core Liquid Chromatography HPLC/UV NIOSH 5506 PAHs Chromatography Core Liquid Chromatography HPLC/UV OSHA 42 Isocyanates Chromatography Core Liquid Chromatography HPLC/UV OSHA 47 Isocyanates Miscellaneous Core Gravimetric NIOSH 0500 Total Dust Miscellaneous Core Gravimetric NIOSH 0600 Respirable Dust Miscellaneous Core Gravimetric NIOSH 5000 Carbon Black Spectrometry Core Atomic Absorption CVAA NIOSH 6009 Mercury Spectrometry Core Atomic Absorption FAA NIOSH 7082 Lead Spectrometry Core Inductively -Coupled Plasma ICP/AES NIOSH 7300 Metals Effective: 11 /21 /2019 Revision: 9 Page 1 of 2 0 e AIHA AccreditationPrograms, LL Technology sub- Published Reference Component, parameter IHLAP Scope Category Field of Testing (FOT) type/Detector Method/Title of or characteristic tested In-house Method Spectrometry Core Inductively -Coupled Plasma ICP/AES NIOSH 7303 Metals Spectrometry Core Infrared NIOSH 7602 Silica A complete listing of currently accredited IHLAP laboratories is available on the AIHA-LAP, LLC website at: http:// www.aihaaccreditedlabs.org Effective: 11 /21 /2019 Revision: 9 Page 2 of 2 Appendix B DEQ Analyte List Constituent Analytical Method In Situ Parameters pH Water Quality Meter Specific Conductance Water Quality Meter Temperature Water Quality Meter Dissolved Oxygen Water Quality Meter Oxidation Reduction Potential (Eh) Water Quality Meter Turbidity Turbidity Meter Laboratory Analyses Antimony EPA 200.8 / SW 6020B Arsenic EPA 200.8 / SW 6020B Barium EPA 200.7 / SW 6010D Beryllium EPA 200.8 / SW 6020B Boron EPA 200.7 / SW 6010D Cadmium EPA 200.8 / SW 6020B Chloride EPA 300.0 / EPA 9056A Chromium EPA 200.8 / SW 6020B Cobalt EPA 200.8 / SW 6020B Copper EPA 200.8 / SW 6020B Fluoride EPA 300.0 / EPA 9056A Lithium EPA 200.7 / SW 6020B Manganese EPA 200.7 / SW 6010D Mercury EPA 245.1 / SW 7470A Molybdenum EPA 200.8 / SW 6020B Nickel EPA 200.8 / SW 6020B Nitrate EPA 300.0 / EPA 9056A Selenium EPA 200.8 / SW 6020B Sulfate EPA 300.0 / EPA 9056A Total Dissolved Solids (TDS) SM 2540C / EPA 160.1 / ASTM D5907 Thallium EPA 200.8 / SW 6020B Vanadium EPA 200.8 / SW 6020B Zinc EPA 200.7 / SW 6010D Notes: 1. DEQ Analyte List derived from Duke Energy's Table 1 - Summary of Constituents and Analytical Methods, Environmental Controls Monitoring Plan, Industrial Landfill No. 1 (1812-INDUS), Marshall Steam Station, Catawba County, North Carolina.